HomeMy WebLinkAboutReel_0070A
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COUNTY OF JEFFERSON
STATE OF WASHINGTON
The papers and documents appearing on this roll of film were
photographed by Jefferson County Department of Public Works and
;,~.
said papers and documents are true and cor~ect ies of the
;~.,
originals thereof as the same appeared on recor~flpn the custody
of Jefferson County Department of Public Works. The microfilming
of the papers and documents as aforesaid was done in the
pursuance 0
nd in conformance with, provisions of the statutes
in these cases made and provided for as they appear in Title 40,
of the Revised Code of Wa:;111l1Q'ton.
;t~~!
I, the und~;s1gned, do hereby certify, under penalty of p&rjury,
that the above statement is true and correct.
flmnui &
Signature
e.. -2.J-Q/
nate
Jefferson County Department of L"ubU.c Workl'l
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OERTIFlCATEOF'iINSU~
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THIS CERTIFICATE IS ISSUED AS A MAT";':;;n O:!' ::-:l"'o.~!ON 0"'1. V .....NO CONFERS
NO RIOUrS UF'ON THE ceFHIFtCATE HOLOi:;R, THI$ CF.FfTIFICATE ooes NOT AMEND.
EXTEND OR AL TEA THE CO'-ll!F1AGE AFFORDED UY THE POLlCI!' 81LOW
Coryell InsuroLa, Ine.
P.O. Box 580
Junction City, KS 66441
coa!
IlJ~ODI;!
fHIUr.:;O
Interstate Cabl~, Inc.
5010 S.W. Rout
Corvallis, OR 97333
OOMF'^NV A
LeTTE~ -
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p~~~NY (:
fm~rY 0
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I8SUI DATI tMMlOOJ'VYI
8-15-90
COMPANIES AFFORDING COVERAGE,
Travelers Insurance Company
COVEnAGES
fHI~ 1$ TO CERTIFY THATTUE POl.ICleS OF INSURANCe: LISTED BELOW HAVE BEEN rSSUEO TO TH2 fNsunEO NAMED ABOIJE FOA THE POLIOV F"E~IOO
~~~~~Taf+~~~'~~~~~~~g~gt~~ ~Ep~~I:A~~~~~; ~~~~R~~g~~~~1J~~~6 :~~~~~b~i'e~JsO~e:~~~~~go;~AMe~~Ta~~IlAJ~~sr~gTAIP itj~1.~~~~
EXCLU!ilIO~9 ANO CONDITIONS opr SUCH POllCI!!!). LIMITS SHOWN MAY HAY!! 81!~N A!DUCED 9Y PAID CLAIMS.
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lVPIl! 0' IN&Un"NCI
POUC" HUMB'R
MH!nAL UADll.lT'Y
A XX COMMERCIAL GIN!!"Al LIABILrT'f
eLl'". "AD' XX OCC,,", 660-965J601,-A
OWNI!R'1l a eONT'MCTO"'8 ,""or.
"UTOMDDU"I I.IA.ILrrv
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A XX 1lO".DU,"D AU100 A60-9t' 5J604-A
X HIAIO AUTOS
X NQNo()WNIO ',OTUD
t1AAAOI!'.: LIABILITY
Ixe'l, L1UlUYV
ontl!" TIo4AU Ut.tBn!LLA POJUA
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wanlell"'" COU,.tH''''ION
AND
'A4rLOVlnO'1.11.btl.llY'
UB-965J606-3
OTHIn
Oldcnlfl't'OH 0' OPIAATlOHIII.OCATIONtlIVPlneU"n"TmOTIONO/OPElOfAL lut.4a
CBRTI"'CIlTl! HCiLlIsrt
JnEf.ruon C~ljnt.y
Depnrtmont of Publie Workn
P.O. Ilox 1220
1820 Jeffernon Stroot
l'ort TO\ml:'lInd, WOllhinBton 90368
POt,.IC" EP'f:aTl"! ItOLlCY Iflll'I"ATlOH
DAtE ('-4"'/OO/VY) OAT" ~MWDDfVV)
6-6-90
6-6-90
All LIMITS l!I~WQ1LUHQI
6-6-91
OENE"AI. AGORIQATI · 2 000
'ltooucn-COl.lproP'SAOOnI"QATn . 2: 000:
penaONAL ""OVIRTI81~/Q IkJUR"V . 2,000.
I!ACf1 aCOlJAFlIlNQ! . '1, 000.
'1"1 OAMAOI! (Anv on. file) !!'O,
MIOICA.l IXfl'DNI)D (MV one o",eQ"1 . 5 j
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CANCILLATIOPl
~HOU~D ANY OP TH! ABOVe OBBCnlPRC POLICIEB ne CANORLLeD nepOAR TII!
UPIRATlON CATF. TlleReoF,>t.1~E !9BUINn C'lMPANV WILL eNDEAVOR' TO
MAIL -3,0_ CAve WRlnf.N NOTIO(TO TII8 08ATIPIOAT! HOLD'''' NAMID TO THI
LBPT, BUT rAII,un.. TO MAIL iiuol,' NI1TIO! OIMLL IMPO'! NO OB~IQ^TION OR
LIABILITV or ANV ~INO UP fliP. COMPANV, IT' AllEN". OA A'PR!8Il1lTA TIV!e,
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'Ullfon""' "'\Jj\AlIV CO \!EJ.I!t~~ lNC.
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6-6-90
6-6-91
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6-6-91
eTATUTOnY
100,
500,
100.
IUCIl ACCIDIIINT)
IDI8EiA8G-POLIOV I.IMITI
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C;;.......ITA\,. 6TI"fUCTUAW
S".OOO.CK'C.OQ
I!l~TAeLISHEO
1884
August 6. 1990
RE: Interstate Cabl.... Inc.
TO WHOM IT MAY CONCERN:
We hav!'! lln agreement In place with InterstAte Cable, Ino.to
1','ovldo financing to them for' the purpose or C0l'1structll'19 cable
television llystems In the slates of Washington and Oregon, The
principals of Interstate Cable. Inc, are wall known to us, with a
proven track record.
Should you need addl,tlonal information regarding our knowledge of
the Interata!n Cabin, 11'10. 'activities, pleaso don't hesitate to contact
me, I CAn bEl reached st 913-238-4114.
Sincerely.
~wd ~ ,1nWlW.cvJ
Robert C, Munson
President
ReM: km
080605
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RESO_UTION NO~~i:T -4 PH"). I
335:1.33' ' .... 3
c::,=i:d:!~;:t f~b~:i~1blT OR
ir_::::1L~~ CUUTT
WHEREAS, an Application lor non-exclusive Franchise has been subml"ed by Interstate
Cable, Inc" a true copy of which is attached hereto, for the purpose5 set out In the said application,
and
STATE OF WASHiNGTON
COUNTY OF ~EFFERSON
In the matter of
x
Grant!ng a Non-Exclusive Franchise
On County Road Rights of Way,
)i#;,~~~,lnc,
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x
x
x
WHEREAS, hearing on the said application was held before the Board of County
Commissioners of Jefferson County, Washington, en September 24, 1990, at the hour of 10:30 a,m..
pursuant to the provisions of RCW 36,55, after notice given as required by law, and
WHEREAS, It appears to be In the public interest to grant the said non-exclusive franchise
request, based on the following findings of fact and conclusions:
I}
The proposal Is not In conflict with the Jefferson County Comprehensive Plsn;
Provision has been made by naming Jefferson County as co-ln.oured In a liability
Insurance polley with the Travelars Insurance to Insure maintenance and repair of the
county road system as It relates to construction and operation of the cable system;
The proposal will serve Jef/erson County consumers In rural areas not currently having
cabl~, t~levlslon aervlce;
':~':~~'.:.r,
The')jt6p;llal Is reflected In the application fll~d by Interstale Ca~ I~, Inc" on August
15, 1990, whlt,h Is Incorporated by reference herein,
NOW THEREFORE IT IS HEREBY RESOLVED that a non-exclusive franchise be and It Is
hereby Qranted to the applicant named above (GRANTEE) for a period of twenty-five (25) years from
the date of this Resolution, to conatruct, operate and maintain Il cable telavlslon service, authorized
under Title 56 RCW, Including those common under Title 56 and 57 per 56,20,015, consisting of
Installation and service connections upon, under, oV6r, across and along the rights of way of the
county rOads of Jefferson County, Washington, more particularly descrlbr,d as follows:
2)
3)
4)
Those county roads lying East of the Olympic N3tlonal Forest's West boundary, s,nd outside
the city limits of the City of Port Townsend,
This nO:"l-excluslve franchise Is granted upon the following express terms and conditions:
(1) The said GRANTEE, Its successors and ~sslgns, shall have the right to enter only upon
,the above-described rights of way for the purp"~,,, co, constructing Its facilities and .for operating,
maintaining, repairing and using those faclllllc:J
(2) The terms and conditions of Jefferson County Ordinance No, 2-9 I, . an ordinance
prescribing terms and ccndl:lons for franchise agraemenlil gi'anted by Jafferson County, are
Incorporated herein by reference and made a pArt of this Resolution, The GRANTEE, for Itself, Its
. successors and/or assigns, expressly agrees that It will strictly comply with the requirements of the
aald ordinAnce and any amendments thereto, The GRANTEE understands and acknowledges that th.,
ordinance rsqulres It to obtain a permit from the County Englneor before doing work under this nOII-
excluslva frsnchlse and performing oth'er actions relating to tho franchised mUlier.
OCT - {~
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JEFFERSfr~ COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Pori Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E.. Count). engineer
September a, 1990
Shawn Dionne
, "Interstate Cable, Inc,
~5010 S.W, Hout
':';,Qorvallis, OR i!17333
~{,~~~ ;:&r~:
Dear Mr, Dionne:
RE: Franchise Application
The Board of Jefferson County Commis!lioners has fixed 10:30 a,m. on
September 24 as tl1'3 hearing date for Interstate Cable's franohlse application,
You or another representative the company may want to be present should the
Board haVE> any questions,
The application is currently undergoing routine review by Jefferson County's
Deputy Prosecuting Attorney, Mark Huth. Mr, Huth has requested that you send
us construction data and plan drawings on interstatlil Cable's Installations, For
example, ara the lines to be underground? If so, what are the trench dimensions
used? if the lines are overhead what are the dimensions of the poles to be used
and what Is the placement distance? A "blueprint" of the technlqueG, standards,
and materials to be used Is necessary,
if YOll wish to FAX this information to us, our number Is 206-385-9195. Please
feel free to cali me should you have questions.
SinCerelY,' ~',",',d,"","",',"'"
I !Ai""""'M','
t:'~~. ~~
E.D. Simon
Administrative Assistant
100% ~(Icyclod Pnpor
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STATE OF WASHINGTON ;';'if
COUNTY OF JEFFERSON
In tha matter of:
x
RESOLUTION NO.~
Notice of Hearing on
Application for Franchise -
Interstate Cable, Inc,
x
x
x
NOTICE IS HEREBY GIVEN that Interstate Cable, Inc" ha" lIIed an application with the Board
of County CommissIoners of Jefferson County, Washington, for n franchise 'to construct, operate and
maintain a cabla television system, authorized under Tltla 56 ~CW, Including those common under
Title 56 and 57 per 56,20,015, consisting of Installation and service connections upon, under, Oller,
across and along the rIghts of way of the county roads of Jefferson County, Washington, more
partIcularly described as lollowo:
Those county roads lying East of the Olympic National Forest's West boundary, and outside
the city IImlls of the City 01 Port Townsend,
The Franchise ApplicatIon Is for a period of twenty-five (25) years,
The Board of County CommIssioners of Jefferson County, State of Washington, has fixed
"'e9pay, the ~hday of SePtem~, 1990, at the hour of~ a,m, o'clock In the Office of the
Co,lI1ly Commissioners, Jefferson County Courthouse, Port Townsand, Washington, as the time Ilnd
place for the hearing on sold application, Such hearing may be adjourned froll! tIme to time by
order of the Board. After such hearing the Board will take such action with reference the
sppllcatlon as the Board shall deem appropriate for the public Interest,
DATED THIS-4.d-_OAY OF ~'2..~4~~1990,
BOARD OF COUNTY COMMISSIONERS
,:ij;4)i:iiyd~...e- t!-, ~~
~ George WElrown, Chairman
SEAL:
ATTEST:
,
onnlson, Mem~'~"'Q';;
,'::~;
~&~:;y
B,G, BrOWn, Member
'~o-"I.MCl f.1.Y~A'~' ,
Lorna Delaney
Clork of the Board
BY
FOR PUBLICATION
DATES _."___
DEP,l\RHr1Ern OF PUf3UC WO::r:~
JEfFEnSO~1 coumv COURTIWUS~:
POIH TOWNSEND, WA 983611
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~_ WASHI....GTON STATE
Y'g DEPARTMENT OF .~RANSPO~TAT'ON
62944
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,,'" ,0 REQUEST FOR APPROVAL OF MAT!:RJAL SOURCES
... ....... ",. ......UC'nOMtl 5' 'Ll _ ) ~2) s--
Ii ~ "l)~t.." 8,1-31'/87'
Cont. No.
CROSS7
FA No, BROS 2 Oh~( 5)
GlLf: C/C.. F31L~Oc;..C
City/CountyorS.R".-Na~:~isEi::Co -.
~,":;;;~:::'=;-:;,;~..~~,-;-- .
Section
/r:;:rA.vO
DESCFlIPTIOH OF ""TERIAL
SOURceS OF ;o,ppLY ApPt'D"a,
Griffi:~=-:-I- '6~~;:~~:~:::~ ~,'..uon.
Portland OR , _, __~.-'-':'
~"vert H,:;-..~~ '1
I Ivashington '-"-'- ~..'u~
II Maytown WA ~T.
,~ icoli P. p, 1J' .:::::-
Sherwood DR , .- C"<:"
Bearing Pads
Filter ~t F'.J..,":~
Light Lease Hip-nap
Shelton ~{?, 98584
;'1:.:'
Cotton Reddi Mix
Pt. Townftend. e'
Pit #X-11~~Pit X-64
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p, f 'P' 'I-tiff j; ,"
CGM L",,\~ rp6~1
'1"1 i'~ 'S1<;2...
Concrete Class AX
Filler &
PYL.fl Hill IJ...L.......lul...
Ft. 'Fa REiind
\.;,~ ,
Thurman
Shelton, Wa.
Burke Concrete Specie ties,.....$.-~:r:,.P..a.()(J..,.. ~ I
Seattle-~'-Wa". I\1A ~~1""4" ,r~,~~~ PI 3 :~~:':'~":~3i
..... .... - -:;'........'
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Pit ~ 'r'~/Z7
Submitted by:-'
W.C.Mckasson, Inc. ~Z ~ _--'""" . " "
~. ~~ ~ ,/ ,.. . have revlew-ed allltemu'8bove torconformanc
to c~ntr&ct speclflcatlon;'~ ;:I~~irementa snd (~commend epproval 8S these Iteme conform thereto ( ) do not ct)ncur (Attach comments).
',' ~v ITEMS FOR ""IHICH APPAOVAL IS BEINQ SOUGHT AS EOUIVALENT'TO A SPECIFIED MATE'UAL OR PRODUCT HAVE eEEN CIJlClI.ED. JTEMS PUl,.PIl.I.INQ A
srSClP10ATION On-IER THAN THE APPLICABLE STANDARD SPECIFICAnONS AS AMENDED H1.VE BEEN UNDERLINeD.
~ DEPARi'''!!Jri'O''?RA'~'~O~~~ION MATf!~I:~~ ~:r~;:;~RV UR~ ONLY
"-u,c.. of .\IPPlY lor .1I1t....ul oh.ck.d (I) I... .PClnwalcolllrfWl.'. .PP'~~d for ua. on the .blW.lmfl'r~fMI\t p,ovldlelltle tn.t.l'Ia"~I~ . IlIapaolllcelio"..
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REQUEST FOR APPROVAL.. OF MATERIAL SOURCES
SEE REVI!RSe: FOR WSTRuCT10HS
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Submitted by:
W, G /.4" K.
I. P .t l~ ;,.,{ ,he'/s rovlewed aUltema obove for conformenc
to contrsct specifications nnd r8QUlram~nt8 and;Qr om mend approvnls8 thess 1t8mll can'arm thereto ( ) do not OOllcur (Attach comments).
ANY rrEMG FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT ':'0 A SPECIFIED MATERI~ c>>t .,kODUCT HAVE BEeN CIRCLED, ITEMS FULFIl.,LINGJ A
SPECIFICATION OTHER THAN THli APPUCARLE STANDARD SfllSCIFIC1.TIl'JNl!I AS AMENDED HAVE BEEN UNOERL,.INEO,
DEPARTMENT OF TRAWQPORTATION MATI!R1AL.a LABORATORY un ONLY
. BaWO(l.' Ol.uppl)' lo,.n 1I.m. ch.ck.d (I) In ,ppro",al column .,.. approv.d lor U'I on thllltlo",.lmpro",am.nt prov/dld th. mllor,.11 dalivered oomply wltn all.p.olll<,)&llo,.l.
AcUon (.., II.mllnd/c.tlld b)' numb.r In th. app,oval column h.ldlntUI.d plr the fOllowlno codl: . /: : ;v~~,' ,
t." 8tw.WCI' ~C'\I.o:. Aupro",..1 /01 CtlaltO_ 0' &o/Jro. mu6l1 in.. ItlClJf.d Irom Ih", HudQu.rtarl ""larl.11 Engln..' p.r ChaPtlr 3-1.7 01 tha con'l~;,on Manu.I~';". """~:~.~
2. Approval vtllhh.ld; .ubml! ..mpl'l lor p,allmlflluy avalnllon. / ''1 ('l ...: I.:': ': ..': .,_.., ~'
3. APpro",al wtlhh.ld; .ubmll blind n.m., nama 0' manu'aelur.r, or IrallUng pl.nl, /: ::;", I...!:: P .~~;.~: i (:. / '7''::
4. "PPfov'( wlttltlald, .utbmlt Tr.,.,.port.t1on Dap.nmefl1 pll numb.r (II known) Mnd h,oal d..orlpllon. ! -,: ~.~.; r:.,.,,' '..J
:: :::;:~:: :::~~:::; .1.... ,,'m" ....,.. '".. ...,...... .".",. \;~\ ' "'('='J.
7. soura. 1.pP,,,,,.d: Aao.plano. 01 Mat.rlell for proj.al ual II 10 bl nondlllonal upon ea,Ullca\lcn 0' .In... percent Am,do'n mlnllllctur' or Idflnl/llcattcN'l of forelon
m.nu"Clur. .nd "",,'IIII.aol' wnnln Ih. plrmllalbl" /1111111 lor the projlcl (S'. Sp.alll Provlllenl), \~...,,,.. ,,'t' . :9', I
8. ~). .,~~
... .. 'fri;n'i6>~
~~..~ Dlel. Adlnln.;) Fhl\llaw.d bV P,cllct Inglne.rwl 1t~lmpl..olmll.'lal.
c;.nIPll"~'- MIlII.Eno,_L--.- Phone No. P, ~I../ .c!1'\ ~ .1 c:ov.redInCnnll,uollonMlnlllll,ChIPllrG.
p'.le",'__~~-'----'
S.etil.lnlp Olflafl ....;...:.~
Ollie
9/ ~~ I rL.~(;;;J~ r--
~II-IITt:_"""Il"""""""....',..!,,'.I.1'l
I"""II'_nl"hl,.tA,....I..'.""',",
~..
1IIIIi!IIJt..' ,
::r.:: WASHINGTON STATE
~:111 DEP........"lT DF m.NSPORTATlON
62944
REQUEST FOR APPROVAL OF MATERIAL SOURCES
SEE MEY!"Sf. 'OR .....TRUCllOHi
@
Oat&
8/31/87
~ ill JO-z.5
CROSS7 F,A, No,
aROS 2016 (5')
City/County or S.A. No. Jp.fferson Co
jr;:rA,.JO
OL n;/C..
I3IL~O (~ r..
DESCRIPTION 0'11 MAnAIAL
SOURCES OF SUPPLY
Local SupDIJer MIlnutactur.r'. Brand or Pit No.
Jlppro..."l
A~tIOn .
Filter Blanket
Griffick RUbber
Portland OR
I, Washington Culvert
MaytCJWn WA
G. t,lF p-,~ Ru"',gCIl.. ;Z
Bearing Pads
\J.l A:)b-l- ,...." ro.-l
C-/..A. '-' \I Ii:A- T
WL- il~~
D P Nicoli
ShenlOod OR
Li9ht; LOose"Rip--Rap
Shelton WA 985B4
Pit
P.'J' ~ 1-1'ti(-~':,
Ct.'" ~,,\.. rp~AI
""'1P~ ~-:2-,
Cotton Reddi Mix
Pt. Townsend
. ~":;1l"1.
F!t6a IIi.!1 l1at......:.....J:s
':. '~,~! 1',e.: 'R,:~Ad: .t .".
. .. ,I ~ .. ' . ~ \ It;;"~"~ . '--
C:'..os 8 1\ ~.,',
',.,,. "
. ", -. .' .~...>
Thurman
" '~'~~'~:~~~";1,~~.;.1
Pit )(-64
....t. ,:':
\'''''1; ;'.
Filler Grout
, . "..'" '~'I.: ...', .:,,1: j: :....',).'.r
B"rke Concrete specia ties :;,L,T, Pll.cd",,15 J
Seattle, wa."." ^:A&""'~ f"lo..J, !1/3
r'O" >;(, r'! I, '~ , submitted by:
",", w.e.~son~ Inc. ' '~L-- ~~~ w.e. McI<asson;'-pre,;;--'"
I. ,~~..---: " ., have ravlawed anlt.m. above lor conforma.c
to contr.ct 8poclllC8tlon~~ r:~-':Irem."t. ond (..-rr;;commend approvelo. thoo. It.';'-. conlorm thoreto ( ) do not con our (Attoch oommont.),
ANY 1Tl!~S FUR ~ic;H '~PPROV~L 18 pelNG SOUGHT 1.8 'iiOUlVA~Etrr TOA SPECIFIED MATER'IAl. OR PRODUCT HAVE BEEN CIRCl.ED. TT'EM8 '\l~rc1\.\..\NG ~
SPEC1FICATlOW OTHER THAN THE APPLlc..BLE STANDAFlD SPECIPICATtONG AD AMENCCO HAVE DEEN UNDERl.INED.
DI!PARTe.tI!NT OF TRANSPORTATION MATERIALS LABORATORY UGI ONLY ........~~
. source. ol.upplV lor .lIlt'"" eneeked (I) In approval COllUM af. .pprovld to' un on tn. .boYI Imp!'O'f"""~ provldltd the ""1'~~~~-l~1'1I ,p8elfloallonl.
ActiM on Mam. ItldlcIld.d bynumbM Itl the .pproy,1 column III Hi_nUllad p" the 1t'lIowlna cod.: /~~ ~--- ~~
1. Bourol Approved. Appruval 'arCtlango or ~ol/fttft mm bllt nOllrad tromtt\6t-\eadQ\l'''..r. Ma,..tal. EIlQI~ rer Chlpt.t 5<1:7)" t'" eo..MnfqtJ~nu ~
2. Apprav.lwlth~ld: lubml1..mpl.llarpr.llmln.1')' .v.lullItlan. ' 1 l\1..~t.I'/r...U
3. ApplavII w1lh~ld. lutlmll brlnd nlm'. n.ma al mlnut.alutnr. ottte.Ung plant, 1-- S EP 2.1 1987
.. ~ClravII wlthhllld; lulbl'!'1t TrlInlpa".lIon D_f1.rtmflnl pit numb., (If Itnown' .nd l.a.1 dllcnpUon, :~. o;l
:: ::~~::::::~~:::;PI"I.~c~cutl.nd/or'hOPd"wlna., .....:\ I.;. .r,'::;i!/:!..S !
7. Soutce Approved: Aco.p1lnc. of M.ln,I.I. lor p,olflCll u.e I. to bl oon(llllon,l upon o.,lIllo.llon 01 .lth" 100 plrOln' Amlno.n mUlllllolut. D{/) anllllctllloll 01 for.lgn
R, m.n"'."'" .n' m".,II11 .." wtth'n 'h' .....'n'OI. 11m'.. to, th. .",... (s.. ...01., P,,,II'On.), , J::;:" ' ,_:::\
g, ~ "~l[ 6 ~
'....i<--lL- DI",..mln,::; A.,I.w.'br ;~,;;t:yr- P,.j....ng".f'Wl ."omll..n".,..m.'...'m..",.,.
ltlnlflU.--L- Meltlengr '3 Phone No. _ ~?---"1 t ~ ..oov.r.dlnCon.lructlan.....nulll,Ch.pl.rO,
p", en" ::J.rt:/+:;!~ COvt'lry
SutU. tnlp Office _L-
~ /i..'"5/71
I (
,.tlJ!...,.._........,t.."........................ .~
Dill
PI~..._nl.t'I..1 .lit1m'"I~"lIt'"
l;,:"h.~;\r::--
;:r..:':'.~~.~'"
. "',,I~W;IO;"~;,;
-
~-
"
~..~~~,'~:S~--:F -~;t.i>;~~' ".: .
- ~:;':.,\,
. , , . . . '. - ,
ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVAl.ENT TO A SPECIFIED MATERIAl. OR PRODUCT HAVE, bEEN CI~CI.ED. ri.:MS PUl.FIt.L1NG It
SPECIPICATION OTHER THAN THE APPLICABLE! STANOARD speCIFICATIONS AS AMENDED HAVE SEEN UNDERLINED.
DEPARTMENT OF TRANSPORTATION M,..TI!hIALS LAbORATORY UBI! l')HLV ; ..~,' _ ."
. GnurcI' .of lupplV COt anlt.ma checked (I) In .pp,nvII column .r. approved tor u.. on Ihl aboy_lmprovem.nt proYlded Ihe mll.rlela dell".r.d . 10,.1.
AC1lon on !t.r". Indlcll.d by numtl., In Ih. appro".' cohlmn 'I IdlMlIIed P" lnllll following cod.: __ ... ~:..> 'I ~
t., Sourol 'Approved. ^~;t'oy.llo' Ch'"OIll 0180urol mUll b. ..cured from Ihe Hledqu1Hlftn MII,.,I.!. linnln..r pllr OhIlPlllr3'1.7 01 the Co" .,Ion M~:::':'/
2, Approv'I wllhheld; eubmlllUlrnplell fOr p'flllmlnfl"l IIvIIlllllllon, ' M4~1.,.u."c..!yt.7J.
3,. APP'OVllwllhhllld: lI11bmlt b'lndnllme, ntm" 01 mllnulllolu'II', or IrellUngplllnt. , ' If ,lit. 7On.... to
04, APP,oVIIlwllhhllld: aulbmll T'lInaportllllon Dllpllrtmllnl pl! numbe, (II known) IInd l.gIII d.llorlp,lon, t JIll .-".'JfJt;J
G. AprlrovlIlwilhhold; pllI..8 lIubmll CII.tlllog outll IInd/or Ihop drawIng I. . ~ 'fVo';'-; r.t:'~;J1'
ft. APprovM'...,Uhhald:. . . . .:..-\ f "'/l"-<<., ~ ~
7. SOU'OIl "pproyed: ^CCllmllnOft of Mal.,I,.I. fo' proJeol u.. I. to bll oondlllCln.1 upon c_rtlflolUon of 1111'1" 100 p.rollnt Al"I'lllrIO.n"'rnlnulllct~r Id~lllllcII IT I 'orelgll
O. m.nul.ctu'. _nd mllterllllt OOllt wllhln th. p.rmiulbl. IImltll lor the proJllot (G.. Spl10111 Provlllonl). ~ . ;~~''r-- . , . ,'('\,~
.,' /.r 1'7T["; i\ V
:J, /-:>~ -.' ';',L, ... '-- "
MIIIII) Pltll~ Dlllt. "dmln RllvlflW'ttf bV ~_~J -r- P,olool Snglnll~' will I"b:;in o~nlroi U~pllll 01 mallrlell
ClltnlPIl. ~ ~.IIIEngr,.") ._ Phol\.No. ~~, .J.- -; ..cove'lIdlnConl,r"oHonMlln"ll,ChllpI.,g
L"liio,en.r~o-,r.....Ai" :.,-,. .
~"UllllnIlP Olrlell ---X.- ' In..r
D".~~~~ ,,~
.,., ,,-.. 1.1. "......~....... "~I...I..I.. 1 III'! OI"'If_l':llllt,lnt A.rtmlnllltrllto'
.e. W~KINGTON STATE
'fII' DEPARTMENT Or TRANSPORTATION
62961
REQUEST FOP. APPROVAl. OF MATERIAl. SOURCES
SEE RI!VI!fCS! POA .tsntUCTlCH"
1/22/88
~ --511 IOz.5
~t.NO. -+'RA,nj.-
F,A,No,B " 1'0 < '1'01(,(,)
Date ..
JeM:l,$<>'" ~f
City/CountY' or S.R. No. .3. , --:'"' K..-
Section Leland Creek nridg~ Renlace.men t
SOURCES OF SUPPLY
lManutac::tUr1lr'. Brend or Pit No.
01.
Item
N.,
DESCRiPTION OF MATERIA"
LOC.18U~"I'-'
10. GRAVEL BACKFILL FOR DRAINS
\
Cascade Materials
Shel ton, WA
J( - 49
9~ 6. Pia. Perforat~d P.v.C.
Underdrain pipe
H. D. Fowler
Olynlpia, WA
Advanced Drainage
Systems
v
2,1 B~.ol2-m(, p". C~
Cl2.e ?W5 ......~n..~ ')
~
Grif"t)>~O~,^
P ry&i)' OR '\ '
-':".
G,.' ff,<f'7. f,.,j,},,,/l..
/'
,
WAller...
~
~~DtJ. Co,
,/-J/7
c,,;:tractor: Submitted by:
W' C. MCKa~s n, Ino'-A-F) --?'/~ 7;iv~
I, ,~ j.L.J(.h- ' 110vo roVlo~.d 011110010 obov. tor oontormono
rOI_O 1'1'.111'1..'
to oontrsct .poolflcotlono ond roqulr.m.nt. ond ~oom",ond opprovolo. Iho.oUom. conform Ihoroto ( ) do not oonour (AUoch commont.),
AN'! ITE.... FoR WH'CH AFFROVAL ,. oEINO .0U0H1 A. EOUIVALENT TO A SPEi"FiEO ...ATER;AL OR 'RooucT "AVE .EEN C,"C',EO. IT..... FU'FiLLINO A
6Pe,ClflICATION OTHER THAN THE APPLICABLI! STAN01\"O SPECIFICATIONS AS AMENDED HWE fJEI!N UNDERLINED. '
DBPARTMI!NT 0' TRAN8~OATATION MAT!RIAL9 UOOR^TORV UBI! ONLY
. 80'.... pf ,"ppIV.o..lI It.m. .Il....d (11 ~ .pp'o",.o"..... .pp,.,.d'o"...n ,.. .It." ""p....m..' p..,ld.dlh' m"."'" d.lI,.,.d 6 II.. '.""
,."tlon on IIl1m" Indlcl'." U':I numb'" \l\\l\G aPPfO\lll.l oolumn IlIld.nUlled pllr lhlllollow1ng Ol)ri4' ~ ~
I, ".,... AFpro"d, '\PP'.'.' I.' Oh.... .IS.".' .,,, b. ..n".d',.m Ih.H..d"."... .......,.,. Eno'n." p.,Ch.p,er .,\,7 0' ,,,,,C. lI.n ...RetiErltr:n)
;: :::~~;::~~~::~::~::::~;:~~~~;.'~::':~Z::~~:,~~:;,.,"""n.plenl, ,'11" Ii'Art J ku ~
llo, I-Pproll.1 wllhh~lrt; .ulnmll Trln,portltlon oep.rtmltnl 1211 number (11 known) and legll d..crlpllon. f M 1, 7988
., APP'ova' wlthh.ld, p,.... "bmll 0.'.'.' ."undl.ra...p d..wln.., ;;., I/, rf!..b"
., APP'ova' wllhhO'd, ' r ,",fill.'" <s
T, ...... Appr."d, Ao.'P''''. '" ...".".1. '0' pr.,.OI ".. ,. '0 b. o.ndlll.",1 lInon ..",,,,,11.. ., .lIh" 100 p..... Am.",.,,'m"".",4&, 'd~""O' · "0,.1..
rnll\uflotur. end ml,erllll CO'I wl1hln tnl parml.llbl. 111'1'11111 lor the project (Se. &p.olll Pro~l.lon.), ~,:.~> &
. ',", '" ~....
., :; piA:? . J.:J:rrft,i.. -"
....11. ,lI.---lL- Ole', Admin ",,'.w.d by ~ _ '.' prol."."'''.' w," "bm,(.on".'ump'...f m"..I.,.
tI.nIPlle~. ~'~'Ianor+- PhonGtln _ .)e 2 ".co'l.r.dlnConltrucllonM,null,ChIPler9,
.le,.r.J,i~.L.." -- -
_...~..-'- o..-o/-=/N-~S;Z;'"
"" "..... , I~ ~ ~~"~.. ~.'~ I...I...I..I~ , ..l'l PIN..' _1'I1,.'rlnl AdMlnl."lIl,or
......
_ WASHINGTON STATE
V; DEPAFlTtI.1EHT Of' Tll..\NSPORTATION
62961
REQUEST FOR APPROVAl. OF MATERIAL SOURCES
SU flt!V1!flst FOR ~STftUcnOHS
1/22/88
~ -$'14 102.5
COni, No, ~
F,A,No,l' " fl . ?nl~")
Date
City/County orS,R, NO,~"'J G..._,/y
Section Leland Creek Bridee Reo1a~emE.nt
Bid
n.m
No,
DESCRIPTION OF MA.Tl!P.IAL
SOURCES OF SUPPLY
Local &uppll.r MlInufach..,.,'. Brand or Pit No.
Appro....1
Action.
10. GRAVEL BACKFILL FOR DRAINS
Cascade Materials
Shelton, WA
x - 49
r
9. 6" Dia. Perforat6d P.V.C.
lJnderdrain Pipe
H. D. Fowler
Olympia, WA
Advanced Drainage
Syste.ms
v
BI!A/2.tN,(. p,.,~~
C/..P.. ~t.lA!l ......,'rT...~ ')
Grif' ~ol::.,^
!'~ l:;).u~YOR ~ ,- -
.-;~'
Gri~,,!iu"'~tJ~
~Y:';;dv6'R fl'l
G ,., ~,rf'1. f.,)J~V/...
/
I,
,., .'.:
~
~~DN Ca'.
'1~"7
v'
w c.
SubmittBd by:
...-?'/b
4:-"'--
ContrRctor:
I. ,-~ . have revlewod BUltema above 1m conformenc
rOI'1;: ngll"'"
to conuact apeolflcat1ona and requirements end (~commend approval 88 thttS8 Items conform thereto ( ) do not concur (Attach comments).
ANY ITEMS POA WtllCH APPROVAL IS REINO SOU\3HT AS ECUIVAI.ENT TO A SPECIFIED MATERIAL. OR PRODUCT HAVE BEEN CIRCLEO. ITEMS PULPIt-LING A
OPECIl'ICATION 01'HER THAN THE APPLICADL! OTANDARD SPECIFICATIONS AS AMENDED tolAVE BEt,.1 UNDERLINED.
. Sourcu ot ,upDly lor '"I1.m. ch.ck.d (.I) In ,pprovll Oolllrlln Ir. .pprovfld far u.. on lh. .bov.lmprovom.n1 provld'd the m.l.rI.l. d.llvllr.d c5 II'~ Ion..
AoUo" on It.mlllndlll.l.d by numb.rln Ih. approv.1 column I.ldontlllltd per Ih.fallowlng c;ode: 4. ~
1. 80urll. Approv.d. APprov.1 t~r Ch.ngo 01 Sourc. mUll n" ..cur.d l~om lh. HudQutln.r. ....I.rl.l. Engln..r p.r Ch.pl.r 3.1.7 tlllh. Co tlon Mf?t!ir-~~f!,'fJ
2. Approv.lwUhh.ld:aubmllaamPI...,orpr.UmIMryovIIIUllllon. l' ,M4n t..I;.'i'~1 'I
o. Approv.lwlthheld: 'llbmlll:lrand n.m., n.m. of manufactur.r, orunllng ph.nl. : IT .1.!/:. "'" ... r,t:)
4. Approv.lwllhhold: .lllbmlt Tr.noport.llon D.p.rtm.nl I'll number (Jl known) .nd 1'011 dncrlpllon. r .II. '. Id8tJ
e. Approv.1 wllhhlld: pl'IlII' .ubmU cIlclogClll1 .nd/or .hop dr.wlnoe. . ...~ "vf~ iSt:JIA
e. APprov.1 withhold:.. . ' . r ''''uocL~ ts
1. 'fJourc. Approv.d: Aee.ptene. 01 MaI.rl.11 lor proj.el u.. II 10 be condlllonnlllpon cortlllClllon of .Ilh., 100 p.rellnt Am.rloln"ll1lnUI.ot~r l,dA11tlllca 1.lorllon
e. m.nulacture and m.terlell Call wllhln Ihe permllllbl. IImll. lor lhl p,ojllll (S.. 5plclll.l Prevllllonl).. . ;~:.:>~'"l--.. . ~
., "..11 rlTr'j~.
....". Fllo--X-, 01." Adm'" ,;. ROYI.."d b, Prolool."oln... .,,;;;;.,-1i'~;~~;;;::.,.. 01 m.,..I.I.
,mJ,j.onlFlI....,.JL.-,. ....". ."", :> Ph'" No, "~ .. 00''''. in Con""a"an ...."'1, Ch.,l.. 00
...ojengr.....~~~J (~~~
B.lItll.ln.p Ollie. -1L--- "
DePARTMI!NT OP TRANSPORTATION MATI!FUALS LABORATORV USI! ONLY
D." _ 7/~~/2 i'
.,,,,,... "......".......... ,,,,,,,.I,,t.'.~
,.'U1-I
"'Nlt_nl"',lnl "rtmlnl.t,ft,or
-~...,...~....,.......,.-"':': ., "-"-
--
," .' ,.:' ~ ~v:-..-: : 11'- ";-'-'-"'11"')
~
A8l..
- WASHINGTON STATe
. VII DEPARTMENT OF TRANSPORTATion
62961
?G.M5. .y7./r5"
REQUEST FOR APPROVAl. OF MATERIAL SOURCES
S1!e Rl!Vlfe,e FOR INSTRUcnOHS
'"5',4 ioz. 5
Cont.l.Jo... CROi\R7
Date
1/22/38
F,A,No, n 1l r) ~ 'nl~(<;)
City I County or S.R. No. 1& 'L nna
Section Leland Creek Bridv.~ Replacement
Bl.
O.m
No,
DESCnlP'tJQf.,. OF MAteRIAL
SOURCtS OF auI'P\.Y
Local ~'Ppll.r . Manufttctur.,'. Sfllnd 0' Pit Ho.
GRAVEL BACKFILL FOR DRAINS
Cascade Mat~rials
Shelton, t'lA
x - 49
68 Di8. Perforated P.V.C.
Underdrain Pipe
0.",,,,, \
)
1-:1. D. Fowler
Olympia. WA
G<iF2?t,'~l>~'V_ ,
-Z"#,,~;Y1>R<:'f\V
Advanced Drainage
Systema
,/
// ...
G.'~~/ri"~r OiL
, ;;'~~I ,n,~~R" .I r,1
'-.],.
(,fAi/Fl.,
~~~'!/~Oflj
I
I
'B
.:::JTi:-rFH~Of) (",
'i-II?
I "
., ~
Submitted by: ,
Mc~"ss n, Irlc. ~? '~~~
J, ,.!( ,t,l"',,~ / "> ,heVereVJeWed~"bove'oreMrormenc
10.0 Ilglll..,
to contract apeclncatronR and requirements and ('1 recommend epprovble8 these Items conform t:.oreto ( ) do not conour (Attoch cl',rnrnanfs).
ANV fTe'MS FOR WHICH APPROVAL IS 9EINQ SOUGHT A9 EQUIVALENT TO A FJPECIFII!D MATenlAL OR flRODueT HAVS "6EN CI~CLED l"iriMB FULFILLINr.:~ I,
8!'ECIPICAnON OTHER THAN THE APPLICABLI! ElTAHOARO SPECIFICATIONS AS AMENDED HAVE BEliN UNDERLINED,
'( DrtJARTM!;",. OP TRAN!lPORTATIONMAT!nIAL8 LAiORAT(\AV USe ONLY' '.
. Sourc.. of IU/.lply for.lJ )Iom. ch~kfll <I} In lIppfoval column .r. .pplovod lor UI. on !till .bo....lmprov.m.nt provldllrt th. m.l.rlar. d.n....r.d aomply with .lIlpiIIOlfh".1I0tlll,
' . AcUon on II.ma rndlcaltld by number In the approv,., "nlumn I.lrlenlln.d p"r Ihe following Qode:
t._ SOUfOO Approyed. ApprovII fOfCh.ria. 0' Sauro. ffiU8l bo ..oured lrom Ih."'oadqulrt.r. Mlllorllle Engln..r P'1r ChIPlllr3.,.7 orlhe Construotlon Manult.
2. _ Approvel wllhheld; cubmll I..amplu 'or prellmlnl'll')' ....a)llollon. .. . '
3, . Approval wUhhlllrtj .lllHnll h',uifl lIarolll, noon,. nf m.nu;,ultll'.fl nt IIolfllng filAi'll.
... .. Approval withheld; .ulbmlt TfeneporteUon napartment pit numbor W kMwn) Itll/f 11tf1111 dllllt:rlpt/CUf.
S. APPfovnfwflhhafd; plu.. aubmlt call1log cut. _nd'of IIhop drawlnga.
S. Approval wllhh.rd;
, ,-" 7., Source APPfOV8d:Acoeptenc,,::a1 Malertall lor proJlilot Utle h~ I", /:'C'oonrllllonel upon oorllllolllon 01 olf"~ too jUUaeltl Am_rlc.A ,m.nll("~lurG Of Idenlllloltlon orfnref"n
I D.m,anullatuI. end mlIMeJIJ(lDe, wlthlnlh", ".rmlulbr.'fmlla for lho projool (Be. Bp.clllt flfovlllon.). . :,', .....':r
'-,'D.
{.:,.~lr~ ,DI"'Admrn~~. Ftevl.w.rlby~""":
'a.nIPII. --X..:....-. M..U.e'ngr ~ rhnnoNo,
, ProJEnor
'::."lJ'~~li'.'lnepomc.~~
".-.'
Proleol enuln..'.....Ulllllbnill tlonlr~I'....mpl.aof mnt.rl,.t,i'
--_a. covlrod In Conelruollon ).4l1nuIII, C~olll.fO.
Ml\f.rral. Bnalnegf, ,.'
Dar. .;;..;..
By ~:.-
~9r::'~~,~:J__-.,e.74'
Dff1lRIOUnON:
WHITI!"";~la"dqullrtor'4 Mat.,IIII. Lllb rINK-DI.trlal AdmlnlaUlltor ,
CANARV-Conlrllclcf QOLOHNAOo...pro,notltnOIM"f',
~.-:::;-""
'" ..... ..,.."." . ~.' .."...,,-, "
i~:
"'W
,","~lr,!:1!'l..-~~P,II,""",~,,, ffl-- _lJ-
Of'
~
-
..
:r~._~ ""_"\~:,,:-""\: 1'-, ,.,- .", .~ .:~~.
I
1.3:..
...~ WASHINGTON S"(A!e
WI DePARTMENT OF TRAMSPORTATiO:-"
62947
CD
REQUEST FOR APPROVAL OF MATERIAL SOURCES
~
jl~
Sl!l! AUl!iltV f'Q;l iNS11'tuCT1ON8
':S tl, Ie::, 1.-S'
CROS87 FA N~,
O.,e 8/31/37
BROS 2016{ 5)
Clty/Collnty Dr S.R. No. .Jefferson Co.
L.el.,Cl.,.}., r..;Ur~
Bit-I O-h..e.
bEa..-:RIPTIO~ OF MATERiAL
~.!!!:!!..OF SUPPLY
Loc.I aup~, ~&Wer'. Elrmdor PIt fWa.
Ap~~'
AcUOtl .
Concrete Slabs
i-1orse Brothers
Clackamas, OR
Guard Rail
Styro Steel
UT
'S-&)( rt.o -st...",I'
Us
Post
'.1"
M::Farlane Cascade
Tacoma, Wa
Washington Cu.lvert
Maytown .IA
rvJ,J=i~1f. '--"""'t!
(..1"l?GI<'iOl!!;'
t..JA~~^,C. 7U.J
CM-c..vte<t.-r:
Piling
D P Nicoli
S'~r:lc~~ OR
0,".
;" .....~ '." I
Steel. REbar" "
.'1,
8.ll'im 1'1A-, _
Eiiglish Steel'
TOCorr'Cl - WA " .
~ ".. '_I;' ,- r,' ,~
~S7ttt-~., ~
.!'- ...'. ,'..', ;"'/ ~.~- ", ,;. ;';", ~'''':'' ,,- ,\'
., . .'~;. I.
ConCJ:'Bte Slab Tie Rods Valley Nut & Bolt,. 114..<..1:'1' 1Jc.lTr( FJoi--r S.
& MiscellaneouD Hardware
Con1raotor; ~,-"~ Submitted by:
" .1.C. M::lI<a$'S~~.:.-_ ' ~''o/~~' y;: c. Mcl(asson.. pre;.~'
I, 4'.4/...- ~~ . have revlewod .lIltoma obove for conform.nc
to coolrocl apoolflcallona ~~d ;:~.~Ir..",enla and (~';'mend approvol..lhoao lI~ma confcrm thorolo ( I do nol conaur (Att'~h commonl8),
.' ,. . , ,~ ,.. ".. ,I 0..
ANY M'!:I,IIB FOR WHICH APPROVAL IS BEING SOUOHT AS EQUIYA1.ENT TO A BPRCIFIEO MATERIAt,. OR PRODUCT HAVE eEeN CIRCL.ED. ITIMa 'UI,.Fll.LINCi A.
SPEelP'CAT'fOH OTHIiR 'tHAN THF. APPLICABU! STANDARD $PEClFICATION8 MJ AMENDED HAVE BEEN UNDERLINE!),
DI!PAATMI!!NT Ot' TRANSPORTATION MATI!RI.l,l LABORATORY un ON!""
. SourC4t of -"PDlv f/)r IUltam. cnecl<.d II) In 'PPrDVIlllolumn .r. approYld for.... on the abovI Improvement provldad the mll,rI.11 dIUv.,. '.I ...~ ;a1~.p.ftl"ll'llon..
Act\ol'l on ltelll. mdlclltld by numbltr 6n tM ,nprOVa' C4)1~" III ldantl'lltd p.r the '0110".," ooda: t t U"
1. Source ApP",,"d A.OProv.IIOf ChlnOIOf \SourOI mUff". "C1nd from Iheti..dqUtlMI,. t.4al"'I.ItI."~perChapt...3-1.7 GIlt! ~f\lctIaf\MlQAdL
2, App,onlwllhhllld:lubmlt..mpllll'Or",.,Jn>>nl1)'.vlh.o..,km, <!'.f~ . rr'[r:,..J.....
3. ApprD'Illwllhhllcl:lubmltb'lndnlml,nlmlormlnutloIU,." I .11 ...11 I -', '!:SJ Sep f)"lVeo '0-\
". Appnw.' wllhn..ld, _,",omit r,_n_"orl.UQI! OlpI"nMlnl Jill number (II known) end' l.".1 d.'QII~lIoll. '_~:..( 1. _
e. ADPNYllwllhhlld,PI...9l1Upmltoltllloocutoana/onhOPJ'lwlnUI. I /J L ~ I' 'Sa,
a. ,'IP:'CIl.J1lwlltm~la'~;r.;f ~ &,,1..$,...,...-1 c:n~{.I;. ...,' '~"';,':....., :-
7. 801lre. A~p,cy.d; Acveptll'\c. or M".,1111I tOf ~fO'lct un 'I to bl DOfIdlllonl' upon clrtfflo.t of of .'fh., 100 perullnt Nfwtrlc.n mlnufl,UuTI.ar IdlnlltQt on 01 forllon
:: m".fo"." ,.. m""I,.. ":' ~II'" ,.. .,,,,,1.,.,. IImll, ,,, ,.. .",,,, (B.. a...I" .'''''''''), ~ D ~~6' ,.,.~ ~{j;I
''''', FUo.-!- al.t, 'dm'. 3 ",,"w.. by _,_ ~ .",..t ."01'....:.1 r,r.MD.~.,...r mot..,..
~;FII.-.X..~'II'l!nor.:s PhnnlNa, --B ~</ ffytl'.3 .ICI)"I"dlnCon'~enll'IIChllJt",a.
'.",.." _I Frf.ffS>:S-. ~ua:bt-
811111.'up Olllel r
001' 1/"J.-z./n
I. I I
"'w...,.,,,. I.,o...~"',...~ ,..', 1f..'......I. I ....
~.."....
-........, , ,,', ',',' "
s, ' ~'-
1't''''III_nl_''II'' ,.rt""I"liIll"~',,,
~.
:::J:: WASHINGTON STATE
v/l DEPARTMENT OF TRANSPORTATION
61710
(iJ $A /Q2.5"
Cont.No.~
FA No,
REQUEST FOR APPROVAL OF MATERiAL SOURCES
SI!' AEVE;RU FOR lN~c1IONS
OBle 3/8/88
~1fl"^' ~,,-l
City/County or S.R. No. I Y
Jeffa...",_ evuut, LPJr""d
$ectlon
Br.
0....
....,
DESCRIPTION OF MATERIA!.
SOURCES OFRUPPLY
Local Suppl"', r.a.nufKt...~r'. Brand Of Pit No.
ApprO'l'lIl
AcUOn .
30
Seeding
Pacific Agro
POBox 326
Ranton, WA 98057
(206)228-6565
(or)
puget Sauna Se~d
2600 w. Commodore Way
Seattle WA 98199
(206)282-2077
(or)
Nu-Life Ferti1izer
1424 Thorne Rd,
Tacoma, WA 98401
(206 )272-5171
Nu-Life Fertilizer
Agro
, ./
l/"
30 Seeding
30 Seeding
30 f'et'tilizer
30 Fertilizer
Mulching
30 Mulching
Contractor:
" r.,
c....---
puget Sound Seed
Nu-Life
Nu-Ll;e
f.-/
Pacific Agro
Pacif.ic Agro
L/'
Weyerhauser.
POBox 24465
Seattle, WA 98124
Pacific Wood F;~r
POBox 2109
(206) 885-1341 Submitted bY:
-1-1/1'.....
Silva-Fiber,
.........-
,Spray-Mulch
c.-/
I. 'OJeCI "Din..' I "8 ';~lVloW8d BUltema above for confOrm8rlC
to oontraot speolflcatlons end requlremf:lntD and txt rec(')mmend approval 8S thoBs Items conform thereto ( ) do not oonour (Attech comments),
. . " - ,. ,,' - " I"", ' . "
I ~~~ ITEMS FOR WHICH APPROVAL IS D!:ING SOUGHT A& EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT !'fAVE BlieN. CIRCLED. ITEMS FULFILLING A
~ECIPICATION OTHER THAN THE APPLICARU! STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDeRLINED., .
DepaRTMI!NT OF TRANGPOIlTATION MATeRIAL8 ~BO""TO!1V UIII! ONLY
. 90uto.. ot .upplyrot.lIll.m. OhllCkdd (I) In IIPprolo'.t column ar' .pprov.d 10' UI. on 11'1. .bolo" ImprcII.m.nl provld.d th. m.t.tt.t. d.llv"r1d compl 6 p c Fk': IfJn.,
Aotlon <<. II.m.lndlc.l.d by numb., In th. .pprov.' columl'll.ldontllled po,th.followlng ood~: ~..1r:1 ~ /
1. Sour':!. APP'OIo'.d. APPIOII.,lol Ch.no' 01 80u,0. mU'1 b. ,,~u"rll'om 11'111 H.llldqUllrtfH. MlIfillrl.Illl!ngln.o . ~~h Con.t ~.nu'9~1}.s. rS;
2. Approll.1 wlthh,ld; .ubmlt .Ampl..lor Ptlllmln.r'j' _v.luatlon, .A. ........1/ '~")I. 1;t J .".~ ~rr' "1'"'"'" ~_
3. Approll.1 wllhh.ld; lubmlt br.nd n.ml, n.mo or m.nul.olur." or t,..IIng pl.nl. l:) -Aft. "..,~.:!J It/It If l'."I~(,r.:l} . -
01, Approvll! wllhhold; lulbmltTrlnlpOl1lllon C,p.,1mllnt pU number (II known}.nd l.g.1 d..crlptlon. '1"::- I fCCI:.1VJ:D \;', .!t 7~'~o. .c..,,\
8. ..,pprnlo'.lwUhh.ld;pl.....ubmllc."loOclIlI.nd/otlhopd'.wlng.. MAR t'lt~ - \-- -:;-:.. I:....~:... <.\, J.::.;
fl. Approvllwllhhlllt; . ol;_ 7988. ~~;) " ": ,':"'~.:. 1..._ '
7. Sourol AI'l"fOVld; AoOIPllno. of MIIII.,I.II 10' proJeCI u.. I. to b., condlllonlt upon (1'111110',' 0 0' .llhfl!7'OO p.ro."' "mottol m.n,llllcturl pr Idlntnlc'Uo.n .01 10..I'Jn
m.nlllllclur. .nd m.lltlal. co., wllhln Ihl pllrmlllllblo IlmlUI lor Ih:. proloct (SI. Opecl.1 Prolll.lft}'i.o. 111/..tt 'C"'f.':IIV . '/~__ \::::"'" '. . ,,<~.,.~'.'
8, ~ L".,.$ ""_ "," , ,,' ,
. J?~ '{,~ "'" :"- ',: /"--~.' .
M';'IFII~ OIOl,A.IIII. :> ",,'.w..b, ;<;P7eJ// -1-4 e: , _ ~' ," _.P;~!.;~~'I...rwlll.;-.',,;";n.Ir;I;.m~I;;"m.,..I.,.
eFII'-~ M.ll.Engr JJ Phon' No. 8 ~_ ";,J~ f':.'S~~r-r: :..,;ItOOVI'ldIn Conl,rucUonM.nUII,Ch'PlarO,
f",oIEnQrYet;:J::eJt. S(\(Jf ~fr}.
841111. In.p Ollioll ----X.-
Dalll
~/ z.-Y/ff
~"I."'"''
_ B, :2 r.-Cr;i?"' /C.j t2-
mnrnln! ITln",
WHITF_HltllfloUllrtfll" MIII",I"III Lith
PINK-C!lllrIClI Admlnllllrnlor
.r------
~
~ WASHINGTON STATE
ffI/I DEP~RTMENT OF TRANSPORTATION
61710
REQUEST FOR APPROVAL OF MATERIAL SOURCES
RI!: REvt:RSE "Of! ~cnoHS
O.t. 3/8/88
CltYICO"nIYOr5,R,NO'~.w"'" Co..u...fr
";11 ,
G SA 102-5
Cont.No.~
F.A. No.
Ap~=
Ac~n .
Section
.,d
"'"
010,
OEse~PTlO'" OF UATEHIAL
SOURCE. OF 80PPL v
Loc:_1 suppl", U8nufltCtur.,'t ilr"!ind or r.t~.
30
Seeding
PacifiC Agro Agro
F 0 Bo>< 326
Renton, WA 98051
(206)228-6565
(or)
puget Sound Seed puget Sound Seed
2600 W. commodore Wey
Seattle WA 98199
(206)282-2077
(or)
Nu-Life Fertilizer Nu-Life
1424 Thorne Rc;
Tacoma, WA 98401
(206) 272,.51'/1
Nu-Life Fer~ilizer Nu-Life
30
Seeding
30
Seeding
30
Fertilizer
Fe"tilizer
Facific A9ro Pacific Agro
Mulching
weyerhauser. . Silva-Fiber
P 0 Bo>< 24465
seattle. WA 98124
Pacific Wood F;b~r spray-Mulch
P 0 Bo>< 2109
30
MUlching.
Contractor:
(206) 985-1341 Submitted by:
-"1/1/6
:7f.~ 9~'--
I, . ho reviewed all ltemflsboVG tor c',"'ormBnc
rOJ.al nom",
to contraot apeclllcatlona and 'equlrsl'nonth and O'~ recommend approval 88 these Items conform thereto ( ) do not concur (Attach comments).
ANY ITeMS FOA WHI~ '~rp~o~-'L I;"BEING ~OUGlfl' AS EOUI~"LENT TO A SPEC;PIE!C MATr!FlIA~ OR' PROCUC" HAVe: eE~~"CIRCLEC:ITE~S FUL.PILLINQ A
SPEClFICATION OTHER THAN THE APPUCABL.! STANDARD SPECIFICATIONS AS AMENOED HAVE! eEEN UNDERLINED. .
DI!PAATMI!NT OPTRAN8POATATION MATBRIALS UIIDRATOFlV UBI! ONLY
. Soure.. ol.upplylor "lIlt.ml eh.ek.d (I) In .pprO....l!.l column .'.lIlppro.....d lor Ulfl on Ih. .bov.lmpro.....m.nt provldod Ih. mat.rl.l. dlllv.r'd com~~~r. 11')"'.
Aotlon on t1tmll"dIUltdbynumb.rlnfhll8lI'lprov.1 oolumn IlIld"nlllled plr Ih.lollowlnA cod.' ~ I
1. 80ure. Approvt:f, Approval f6rChang. o/Soure. mu.t bll..our.d Irom Ih"HII.dqu.r1t" Mlt.rlell Engl/l" ~.APt'lJ '16'1 Co....1 .~M.nu'C)~~ ~ c:?
2. Approy.lwlthhvld..ubmll..mpl~arorpr.l1ml".ry''''''IU.110". ~ .of. ...(// ~..;,.; II ~,..., ~'~tr:"n \'
3. Appro".1 wllhhlld: tubmll brtnd "'1'1'1', nllm, 0' m.nutl'lt.lIUrtr! or ,rl.Ung ptlnt, b -.At.: ',.Q IIII!/i....<:". ..II' !~/.1 -
4, Approvt' wllhh.ld: lulbmlf f'ln'pon.non Clpartm.nl pU numb., (II known) IOri11011 d..crtplflln, ~,~ If Ecel"PU ',J" .I{ 7."'~ c..~
e, Approv.lwUhh.ldfpt.... ,ublTlll ol,.logOUI& "nd/or I!'lOP drawing I, MAR Q~V~ 1'-;:,"'.' \::1~8;::'1
e, Appro"tl wllkhlld, 1;,_ 19Ra '~;) '" ~"':. ;-
7. 90urol Approwld, Accoptlnc. 1"11 Matlrllh' 10' Nollct U.I I. to bit condItion. I upon certlfleDl1 01 'Ilhltt 100 plrctM ~m'"O' ml"1I110tur' or Idl",lflotllon of lorllgn
mllnll,.cluff end m'larlal. 0011 wIthin Ihe plrrnj~iII1bll 111'1'1111 fa' th. pro/eol (a... Splelll prowl'{o]l~: lil.'17fP:'IAI r \ ,;; . /
:: ' ' ,,' \-;.\ L~O _s /~ V;,,, _~: "
, , "'j." " , " . 0" .,tt. I \.t~ .(" .,'," "
...".,.11. FIlII-X- OJ.!., Admin.. ' ,. . A."llwld by~--15.P~(f!!?~~ '''^oJ _ . " .t~o!I~!Jngln..r will 'lIbmll eonlrot umpll,"I mlllarl111
~ PII. ~ ..",. E.or Jj Pho", No, ~ -;VI. f.;i, 'E.:..:.~,' co,,,.. I. Co","",",, ......" Ch."" g,
~ ..g' Jde.t::b2A I('tv .-Cu:.J.riL--
SlulltllllnllpOIllCI -X-
D... -1/ 2-~/~
/
PINK-Olllt,let Admlntat,lttor
rmmWH ITI(W
WHITF_!iflllo'lnlllHI",'1l MIII..rlllllll.llh
[/""
(./""
v
c./
C-/
l/"'"
~
~
" :7Ai8 'lHASHtUGTON STATE
"". 'If 01 DEPARTMENT OF TRANSPORTATION
, 61710
c?""~ 3/?/88
REQUEST FOR APPROVAL Of MATERIAL SOURCES
SEE IlEVtA!i2 FOR IMS~U!:TION8
Date
3/8/83
-:S'AIIJZ,5
Con!. No, CR0587
F,A,No,
B.R.O.S, 2016 (2)__ Clly/County or S,R. No, cr587
Jeffe:rson County
DESCRlPTIOH OF irIIiA Tl!!RIAL
r-
II
\
paci fie A.gro
POBox 326
Renton, WA 96057
(206 )2:18-6565
(or)
puget ~ound Seed
2600,W.Commodoro
'''seaEm:ei'WA 98'1'99
(206') 282-2077
(or)
Nu-Lifa Fertilizer
142~' 'fhorne Rd.
Tacoma, WA 98401
(206)272-5171
Nu-Life Fertilizer
Agro
.SOURCES OF SUPPLY
Local Supplier !:!l!p.ufllClur.,'. Brend or Pit No.
puget sound Seed
Nu-l,ife
Nu-Life
Pacifi('; Aqro
PacifioAgro
Weyerhaul.lar
P 0 Be>': 24465
50:.-0,l)l:1ttlo\,nf'JJ~ 98124
Pacific Wood F~b~r
F 0 Box 2109
silva-Fibor
spray-Mulch
""-"'~
0,"-'
f.;
.-/
I, , " ;'" ""... " ' ha ,avlawed all. Itams above for oonfo,msnc
,to'contract speolflcatlonsand ,equlremenl8 end (1Il recommend opp,ovalaa the.e Uemo conform thereto ( ) do ~ot concur (Attaoh oomments):'
',' . ',.' ."., '" ",. ".' '" - - ..".', ,_, '_ ,I. _,_ ",. , ... . ~ -, ..... ~., . -,", ',. ".-, . ,- - ,,"', . ,.."'" .. . -. . " .
'ANY' ITlEMS 'FOR WHICH APPROVAL 19 BEING SOUGHT AS EQUIVAI.ENT TO A speCIFIED MATERIAL OR PRODUCT HAve BEEN CIRCLED. ITEMS r:ULI'ILLINO A
,', SPECIFICATION OTHER THAN THE APPLICABLI! STANDARD speCIFICATIONS AS AMENDED HAVE BEEN UNDERLINED.
DEPARTMENT 0' TnANS,",OATATION MATIRIALS LABORATORV US!! ONLY
" So."., ,01 ~.ppIY ror .I' II.m. .h..k.d (J) In .pprov,' n."'~n or. ~pp'nYOd lor... nn Ih. obo,.lmp"v.moo, provld.. 'h. mo'."". ..lIv.,.d ..mply wllh .11 .p,,'II""O",
. Acllon o,,11.m.lndlo.l~d bV nUh\'pO~ It! '''0 IllprovoleolUl"n Ie Id.nUlled p.' the follClwlng oode:
1. 80urco Approved. APproval ror Chllng. of 80uro" "1UI' be I.curnet f,om lho Headquart". M.to".11 EnglMllr par Chaple, 3- 1.7 ar the Conllruollon Monual,
2. APprova' wllhh.'d; lubmlt lamp I.. for preliminary eVftlulltlon.
3. ,4pprov.lwllhh.ldj lu.l:lmlt brand naml, name of manufnoturer, or Ulfttlno fllant.
... ,4pprovol wlltlheld;tulbmlt Tr.ntportatlon DGpartment pit number (II known) and IllIoal dllllllcrlptlon,
IS. Approv,'wllhhtld; pleftlle lubmll DRI.lag oult tnd/orahop drawlnge.
" .. e. APpr\lVlll withh41ldj
7, ~.~::~I::'.r.~r~~~d:,:,~:~:,~I~~~~ ~:II~:W,'~'~.:~,;.~rgl:~lm1,': ,::. :~":,,1~~~lll~::'e"J':~.f".l:~~~:~~~)~r .lIh" 100 p....n' Am."..n ,mon.""". orldoollll"tlon ',1 lor,'.n .
8~<,', ,"',
""',,/:0. '::' '::""'".,"':,,,"''',:
~,?'eFI,I~~:,DI.t:,AdMhl+~ RlvlowodbV
'"I," ,0.nIPII. --X.:-- '" MllIlIa EnOr P!1':'lI\O No.
"Flr~ISnQr
~,;O".1I~lin',PQr,fl,c.'~,
prnl_ot Enaln..r *lIlaubmit oMlrolump,e. o'm"llIrl,l.
... oov.,.d In O(lnllruollon Mlnunl, ChllplarD,
.~~
M.lerlAle Iinoln..r
Olle
.1.. Odn~Vl~.~?:J ,.r;, . .. . 018TnIBUTIOH' ~~~T,'}jV~~g~;::~I'.:;'''''.''.'' L.b
. 7','~':'";,:;,::~".~(~:':}~~::':r'''r,::~~;'',~~~f~"''''''''~;Attlr,.~;I;~':1il'~;,rt;;~.,S',1~\!1~l'J'i,i.~'~.~i:7.\~';~'.:~:',;;i:1.',.:~~t~,7;:::,:-;:~:~\:"~~;''''~ ~\
By
'i#l
-
--
----
-~-
'.;., . ..,.';., ."'.:1~..~'
......
~ WASHINGTON STATE
....r.s OEP4RTMENT OF TRANSPORTA."!fON
~ iiii?
62947
S~! ftl!VI!l'tS~ l"=""STWUc7lotrfs
REQUEST FOR APPROVAL OF MATERIAL SOURCES
/ -, ,-'
c:.. /1, / V ~::J
",-/ Oo'e 8/31/87
~
~
-:S ~ II::) z,5'
CR05B7
F,A,NO,
BROS 2016(5)
CltylCounty orS.R. No. Jefferson Co.
L&~,,-, 0 r,/t.!!:~
Slabs
Rb.o?.",;,
r---
i
I Morse Brothers
II ClackaiTCiS OR
I
I
I
I
I
SOUftc!!S OF SUPPL V
loe.' .sue,,,,,., ".nutaeturnr'a Brand or Pit No.
.prrr,...'
Action
DIESCAIPTIOPl! OF ......TEAI...L
ll' f'lllrlg
&,
U-5 y. 0-:v, 6--<11/ V; Z
Styro Steel ~i:'II'tO ~_...I ,..I P
VT V, .
!<<::Farlane Cascade M"r-I'lf/..l-Id"-.Je , ./ I
Tacoma, ~"a Gp::j~G,.ood.oc V
~-:t........l-, J~..e:~J#t/~ '7"1.:- t< \ ~ L
JIoJaytO'i'" vlA c.uc.. v R:,,z.., I. :.1
Sherwood OR },.~ s I: '''.-':T~b\"'''''f.
:; ijU:,::, tl:~
Steel REbar
EngHsh Steel
Tacoma WA
i56'1'H"-~ ~
Submitted by;
vl.C. McY.asson. In;:.. :::21/b ~~~,___ W. C. McKasson. Pres.
I, ~~~~ " hove rovlowed ollllomo Obovo torconformenc
to conlraol opoclricotlon. '~~';:~~Iremen'o nod (~mmond opprove' e. tho.eltemo conform the'''to ( ) do not OOnour (Attech oommenta),
ANVrTEMR FOA WHICH APPRO"AL Ul BEJNa SOUGHT AS EOUIVAL.ENT TO A 8PECIPU::O Mo\TEAI4!. OR PRODUCT HAW BEEN CIRCLED, ITEltAB FUI.FII.LlNG /It..
SPECIPICATlON OTHER THAN n,I.APPUCABU! 81ANbARD SPECIFICATIONS ~~HAVE BEEN UNOERLINEO.
Valley Nut & Bolt
~,.)""'" /?J...,"'r ~
A/U/ ~.' Mrl'P
D!PARTM1!NT OI'TRANSPOATATION MATnAIALS ueOAATORY U31! ONLY
. s'''C.' 0' ''''01, t..." ".m. .'''''.11) " ""'."'eol..".,..,.,.,.. r."" on". .bo.. Im.....m." ....Id..". mOl'.", ..".... "I' ~." '.""'.'11000,
........ ".m",.,.".. by ."mb., " tho .,....., .00'm, ,. '..nlln., ..rt", "".wl,. ..... \. ~/'"
I, So"". ..,..... '..'.'" roo 0".... or eo.... m", b. '''''''.'..m ". H....".... ......".1. ......., p" 0".'" 3",7 "". "0.",,,,,,,\ ~'''''!' '~'
:: ::::::;:::::;;:;;:::;:~.~:'~:~r:,~~'~::I'::.~:~~~~~j::nrIT 1 ~,. I S';'~~L- ff~' sc,r;L.fi./;/.-.~ \':
... Approv.' wlthh.'d. 'ulbmlt Tr.n.porcallon D'P'"m.nl pit numb" (II known) 1M I.g,d d..ct1pt!ol'l. "::. 1= ~;' l"~"" '. ",.1\
ti Approvalwlthh.ld,Pltu...u "'l1C'I.rOQtut""d/O""op~r''Nlng.. I ~ L ~ " .... 6'6~ :::"1
j!i. ApP,ov.lwl1hh.ld, IIr)i ..::oUf..(..(, ~ (!e..;;(.ItIi-I'" ~ IWI"H-~Gr.. r ~.=- :-1
7, 0'"... '''''''. '"p''''' 0' ..."""" ,., ..j..r "" " ,. b. ....111.." ..., .'MI"c". or .1111.. 100 ...c." >'''''''''. moo,t..."" ., ,.""",,".. .r '''.'.'
m.nul.Cturl 'lId .to,I'I. CO" wIthin Ih. porml 'Iblo limn,. lor Iho projlct (to.1 SpIel. I Provlllol'l'). Jt ~_".. "'. . .... ~ .. .
.. , ,~~,' , '
., -, 3 '~:>"";;->-7'>;\.':.Y'
....Wlim -K- 0'01, Adm', ",,'.w.. by P..,o" ...,.......m!";.\"...,.., "mpl"., m..,",J.
,,,y~.,,....,:s P,...H.. A ~<I' ~ rf',3 ...........c..""'."......."'"o,,..,...,
,..j~.., :'1 '-Ptf~~
;'oIll"".O""~r_
OIRTRIPlfIT'I"I~'
0.,. '7 /~?;I P7
,.,...,~I/'..I-I.........".I.,.,..,..".,' .,
~ MlIIt.r1.I.lnalnu,
"~
Dj! ,'~
.''''''1. .v<r,;r"~~l~''''*~;i\'I':'';l:i;:;r,:''':'.':.
~., '"
-'-":"'~J,f~;,'~'l'l";.::,..;,'''':i""ri'''
...""'"'m"'''''>..~'"..",.,.,,''I., ,-
~ WASitJJ.:GTON STAY'E
".fl. DEPARTMENT OF TRANSPORTATION
62952
REQUEST FOR APPROVAL. OF MATERIAL SOURCES
t/~ <)4'l /0 -fCf- (j7
f..!E JroEVI!A&f ,Oft ...,..,.UC'nCMI
o
Oste
iO-14-87
SA1025
F,A, No, BRCS 2016(5)
City I County or S.R. No.
LELAND CREEK BRIDGE R~PLACEMENT, CROS87
DESCRIPTION OF MATI!RtAL
SOOACl!'$ OF SUPPLY
L.OC_' ilupp&ler ..."utllC~u,.r'. er.,nd or Pit WO.
Non-ferrOus, non-snrLnk grou~
The Burke Co.
I
&~.~ '" I
~~A'-- -j
/, ~ . he.e re.l.w.d~a ebo.e for conformanc
to con"acl.pecllic.tlon;~'~d ;:'" "emenla and ~omm.nd appro.al ealheaaltem. oonform thereto ( ) do not conour (Attech commento),
ANY rrEMS'FOR"WHio..'';PPR6vAi.: IS 9E1NO 'SO\lmn ^S EOUIV~~EHT,"O";;I aPEC1~JED "'A1RAI~ 'OF! PRODUCT HAVE BI!~N CIRCLED: lTE!"'~ PU~flILLINQ A
8pEClFIOATlON O'TMER THAN THE APPLICAD~ 8,"NOAAD SPECIFICATIONS A8 AMENCe:D HAVe: BEEN UNDERLINED.
CEPAnTf.1!HT 0' TRANsponTAT10N lo1I,TER'AL8 L.ABORATOAY US! O~~l.Y
. ' Saure.1 ol.uPPIy tor .ul1.m. ctl_ck.d (IJ 111 c~proval column .,e arPfo..,.a 10' u" on the above fm(),ov.menl p,ovldftd 1"1 mllerlll. d.l ,0 .1I.~.Clfloetlonl.
,,,'on on h.m.""""" C, ."..or In ,... .""""....m. ,. ,...U".. foO' on. '.U"'" ...., , " ' ,I;) \;' ~';)
1. &curc. ApprovMi. APprovel for c"",. 01 e.",. m.OI .. ....". ..m ,,,, H".O"n... .."...... ~.."..,... Chi.'" .,\,1 rl6'a'C"'OI~"'."'~~,Il"t..<"
~: ::;~::: :::~~:::; :::;:: :;::.'::::;,,::~~\:;~.::::'~~;;, 0' "..U,. ,II""~ .... I i(l~[,! ,': ': <:>
... APorovlt wlll'ttllld: .ulbmll Trln.pon_lIon Dlplrtmenl I'll numblr (Illono\/ll'n) Inti legit deecrlptlon. -:t, 0 C r .;.) 78':7 .-'
15. ~provlIl \/II'11""lrd: p!(UUIl!" 1ubr/lll ellllog eull.nd/er .hop dr.wlnOIl, -.l "" -
~: ~:;~:.~;~~::~::: ..."1.... .1 ...,..",. ,., ".1'" on \. \. .. ,..dltl.'" .... ....",.."., 01 ,'''or 100 ,,, .m!:I~;,T;.:;~,.~,J," .. I~'if.i",,,"on ., '"''''
I1'IlInUIIOlu,. .nd nil'.""!' coil wtthln Ih. perml..loll IImltl to' thl prellc'! ($.. 8plcIII Prevlllonl). -L ~ L....,e:. I,;.:......
~ . ~
~ f r~
.............-L_ O'.,,'om" .."....., ".,... "..." IIi "b;""',;on".' "m,'" 0"..,,,,.1.
~~2E ;. -"' f;! ~"-~ ~..."
DOl. /<>/~LJ7.~~~:i1l
.- -
~I~I
";';;;r:r < '. "~~--
ANY rTEMf4 peR WHICH APPROVAL IS BEmG SOUGHT AS EQUIVALENT TO A f1PECIFIED MATERIAL OR PRODUCT HAVE aeEN CIROU!C. rreMS FUI.FIJ.L1NO A
SPECIFICATION OTHER THAN THE APPL!CA8U! STANDARD l!\PECIFICATIONS AS AMENDED HAilE BEEN UNQSRLlNED,
-.------
DI!Il'Ann~e:NT 0" TnAHSPORurlON MAtERIAL. LAGORATOFlY UB! ONLY
. Sou".. 0' """ ,,,.11 h.m. 'h.,... (I)" ""o'"',o'cm,." ...m... 10'''. 0' tho '00'. Im'.."m""1 010'1.., 'h. m".,I.I, ..,,'.,.. ""'P'iiwhh .1I...0",..tI.,..
Ao1lo, on "om. 1'."./0. b, "mb.", 'h. ''''.''',olem, ,. '.,"tllI.d 0"' Ih. 'oJ'ow"'. 00<1., . (~,>'-'-"-::, :.:,' :>'"
1. SOUtc. AKlpfO'lld. ApprQ"lt lor Chano. ol8ourc. mUI' b. UCur_d ""m fh_H\Jldqu.".,. MlllrI.,. EnOln..r p.r ChlPt., 3. t, 7 of the Conlttuctk)n Mlnual., \:.. '.. "
:2. ApPftW,'wllnnlld; IUbrnllumPlealorptlllllmlnlryIVllulfi<:ln. . .~'
3, Approval wllhllllld; _ubm). brand n,~, nlm. of mlnufleturlr, or tr..llng ptlnt. :. '"' -. ...
4. Approllllwttttl1lld: lutbmlltranIPO".'JunDeplnma"r pIt numblr (If known).~d gll,~tI"CrIPl'on. " ,", ",".. . ''::''
., AP"o,,'.,,"".,,: 0'.... ~bm".?".o ,u!. ,'.'OlOhO, .,..,'." . . ,n _, _ '---:
e. ApprOIl'JWIl"h"d;~ '~ ".(A.<,.--...>~ ",""
7, So"Co A,,,o,,,, ....0..... or "'..."". 10' p,o/.o, u.. ,. '0 b. 00' 0'" c.o, '.""1""," ., .lIh., 100 .'0,"' Am."", m,"",ool". 0' '.0""'''''0' .r 10'010'
m,"urcc"" '"' m.,.".,. 00" ."h', to. '.'ml..,,,. IImll. ro, Ih. .'0). , 'S.. 8p.o'oI o,ov",",,), "
S,
0" . 3
".~..lL-, D/"'A.m"~,_
Glnf"lle -L.. ~. EnJi
ProlEn"r ' . '.(: u~ (;10
n."f1I.I"IPOrtlal ~
R"vlr.....wdb)'
Phone No.
Projlct Engln"rwtlllllbmlt aonlrot I.mpl.. 01 malerl.l.
I uour.rttnConlllrUCltcn ai, C::hllpl"tu',
/) ~ /"..-<-1 r~ ".'''1.01..,.".,
Dol. /.6j~ Oy~, J
WH'T'_H~"""';h PINK-d""','..mlll'''..,.r
,0
'",QrnIRI 'flnN'
~.
=r= WNfMlNGTON STATE
y~ DEPARniENT OF TRANSPORTATION
62953
REQUEST fOR APPROVAL OF MATERIAL SOURCES
~1IIG:VS:1l_.0II~
~
Gont. No.
Date
10-5-87
344009
,SA 1025
F.A.No.
BROS 2016 (5)
City/County or S,!'!, No,
fl-octlon
....
ft_
...,
CR0589. Leland Creek BridQe Re~~nt
DI!&aIrPT1(IN ()tr ..... UftIAL
~I Of! au~LY
~........ Me.wfllCturef'a .fll,",'" "'" No.
Al>.....oI
....-,
37 Precast concrete traffic barrier Utility Vault
Auburn. WA
CG,..,$IVT I ---
A/If ~#17b1I..,.,eN;-1 _
Aa.GLIC~ ,-,c
A~;'AJ#O.ec."v (.,
..;rl!'&....
-
Utllity'JauH
-Allbtlrn. WI\-
C/M."""'4NQ (;:...LAJT
H4~re< &v'<.I?4''''' ,11. ,
...."'..~." -s"",JI(7" tt;.c'A
"IT- AIO, A- 'u
,;$~;d-rrl-r ~.,-;eL.'-
DJI<
Q~II!'1Hu..Ie.,.,. ?r.:t':Cl.-
. ~4'-1.,''''~ ,1...II.'-....~
/S"'1<~z.' oPLI" Cold~r. /A!~"'rlf.<!:~'.4i:J
/!6'//tJI'"O,"" t? CONC/t."r-I& 1f''''d~
~1 c:-.s:-.e..v T
~ 'V AIA' 6tJr_'/</....llov"r
rf' /', ~';t:.Ite4" r->!!
"
r! 11'1)'
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;.I.4Jte-s tf..UI;p , 011 L
~
I
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;41~. .ru:""v,, 'Sr,
1UQ4,(J~~. I
1J..Q,e.~'~6ulfl." I oa~
",,_"~4-DS .
~",...,.c..t~~04.'4'. .
,.ltJt.. "''''Ilr" 4'VG#W'/OoCiI
t'UOc"""c ~
z pc....... c.e.<-.e...lT,
~e"'rTl-lI!;
N.I,,', reit Du,...,,6J:' II,'/!.
i.!;A!ItJ",c(.:':' ;Jiir' AJO.
, 2Z,.,8- 'Z.
~IlJ() ,- .,-n- ~q.
, ' :,-z.-/.... ,",
C1'1:1 ""."', ',c..o'c...I^",,' ""/~
M"MtNttJ',1"-,,e, tfJlIl.~,
:Jt.J"-'f",~~ WI1<6 PIlOAlc.(
.~I(.",." 'S,",c.nltl" eA. .
Contractor:
W.C. McKASSON. INC. ~
~ t have rev ewe:' ham. abovI for conform.Ac
to co tract apectncatlo... II raaulr.m."ts .nd ~omm'"d Ipprcval.. thea. tiema conform ther.to ( ) do not concur (A"lch comment.).
,.i . . ..... . .. '.' '.," . . '
NfV mNS 'OR 'WHICH APPftDVAL . I!1NG ,OUGHT AI :a:OUVAl..ft1T TO A PIClPI!D WA'fD1IAL OR PRODUCT HAV'I aEIH GiRCUD. mus nlJlfll...UolO A
WICfIllCAnoN 0THIlA ntl\N TtII APf"LM"..AaU!. STolNDAIm ...e:CWac.AnoNS AI AWENDED NAve IUH UNDlAUN!D.
DE'.....TMINT OP' TJlANI'OKrA noN .....TlJW.1.8I.A801tATOII'f UU OHLY
. Iowaa. oIauppty tot .II.~ cfwc:bd (I) '" IQtproYIII c~l~ a'. ar,lpnl* fot .... Oft the llboYe IrftpfowIMftt ~ tM ".altrlal. cMllv.,-.4corit"PlYwtttlll1'PMlHlCflUon..
Act*' ClllIII~'IndIca'..t h~~""1M apprcwal~ ~ ld....ttle'lfpafUMI 'ollow~coda: '~'-:,';,~-,,-((~;::..,
,. 80w0e",~.ApfJl"OValforChMootofeoun:.~'ba ..curwtrOtflt".H..dQIWt....lUott.lial.~pet'Chaptet'..1.'Iof~COI'lttuctIOllU.ftUIIIL ,':....,
.. ApPfO'l'Olwhhhald;.ubnltt../np'-.,ot"..'mlna,.,......III.'ion. . ..' ~ .,.- ..../
l!.. Appr0'4l...hhald;lIubmttb,.rw:!ftllfI'Ut,MlMofm.fllIf.cturll',OIh.1I1l0PI.nt. ~.'"'~' :,...... ::: I
4. ApprOWI""hMld;.UtbmH1"NlPO".,lono.P.""*'PII"......b...(HbOWft).~. "~'c:riptloft. .'. W, ..... ~::'7 =-,.
t. Ap~I...hMld:pII...~ub~tlc,.~OG~!Jlld/rw'hOl'lC.....O.. . "6_M~. n. . ". ... . .~. _.~ .' ......~_... ,,_
.. ADProvllwlthMld:~ ~ ___~ -
7. . &ou,~ AppI'OYH: Acc.pt.!tOS of 1.411.,..1. for proJect u.. .. to M COil OI'Ial "PO": Clrtltlcetlon of .r.w 10C'J ,'"*"~" Mlnvl.ctw. ffIf lcI.ntlf~Uon of for.lgft
~ ..."ul.C1.....nd Nt.rille 00II1 whhll'l thI pannl..lble lINt. tot tht prOl. (SM Bpeeill ~). . ....
e,
, Mlllo'~ Dt.t.Admln 3 Aov""by
- o..Il'u. .:...JL.:..: ..!!.s1l.I!'1D.,t; .. . .....~ . .--- Pttorte H!l.~'
.~~ .J.1t:'-k.l>"",~ r.
~.pOtflooe--X-
::;;-;
~:~...~f3.~~::_OI"ri~..ml""~
1"1,"",1'" mON'
'r:!':""'~''''~':'/::';l';'j;#>r;'~''~..--
(\
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J.V~
....
='.I.: WASH:NGTOM STATE
'tV/I DEPARTMENT OFTRANSPORTATlOH:
~ 62953
,:'~'.~.'
P.EQUEST FOR APPROVAL OF MATERIAL SOURCES
.---
-, ':;:J
c::::, A _ I 00 v ) 0, -5-87
,-,_.'. t ' ate -
~ 34400~
c;ityI counti1 orS.R. No.
SEiI! RI!'i!J:lH POR ~STltUCTIOftS
Cont. No.
SA 1025
F,A,No,
BROS 2016 (5)
CR0589. Leland Creek Bridoe Reolacement
De.SCRlmOH OF MA TEA!AL
SOUMC1!3 OF SUPPLY
~.I Buppl'" Manul.etur.,'. "rand or PI' No.
#4)proyal
Action .
concrete traffic barrier
IUtility Vault
Auburn, WA
Util i ty Vaul t , ;,.,11
Auburn, WA
(!.;!~l.... a--.J- v
~ (S A~ \
f'. - 4-1
~ stl, N!J (UJ' Z::::1'
~11 ~
(f......J
A.EA
A--.'\
e..(",......
~
~
18".< 3 2.. ~!LKI- fJc"~
e"-'r~ (]~r'~ dI..t..
c....",.wr
#rt.
d.71 1-:-
f2../....v
~.tru ~ s ~,r--'
~~>
ctI........"" ~ <0<.....
-'- <t.-{ ~
HIS AL! -Ie)
pd-;). zz'-If'-~
.... ~z.. -v7-
"
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v
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4,Z-
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l~\t"\~
contractor:' Submlttod by:
McKASSON, INC. ' /';1/'t.---2J!.'a.-.
I ~ _otI!~ , hove ,evtowed Itomo .bovo tor conformsnc
t~ co tr~~~ 8peCIf~.e6t10n;~I~ re'~.~lromcnts and (~Omm8n~ QPprovel HI! thARS Iteme conform thoreto ( ) do not concur (Atuch comn,enjs),
ANY !TiMS POR WHIc:H ~Pf'AO"'AL IS EiE:N3 SOUOHT AD EQU1VALltlT TO 4, rIClF~IFIE'D "'ATBUIAL OR PRODUCT HAve ElEEN CIRCLED. rr,.;Ir.4R PULI'Il-LING A
SPEClf'!CATlON OTHER Tt1AN THE! APpucADLE STAflOAnc C1Pt'!CIFICATIONS AS AMENDED HAY!! SaSN UNCEALINEf).
~e.Im.,r1u11
..s...,...,..,I.:!-..,
DI!P^ATM!NT 0' TRANtlPOATATION MATI!AIAL.S LABOAATORY us,; QNLY
. eourel' ul.upplY lor IUltlm. cl'l.dI.d (I) In appro",.1 column Ir. IPpro"'ld 'or U'I on Ii'll .bow.lmprtlY.m.nt pro....ld.d Iho mllerlal. dllllvflr.d complY with 11I.~.alllcltlon..
AcllOfl on Item. Indlaeled ~ynumt>.r In tl'll oiIpprovll column I. Idlnllll.d pllf Ih. lolluwlnQ cood.: /~::. :~'.1-J_~"::: l.{/~'\
t,. SCUfCCl !\9praved. Appro.....' for eMng. of SOUfCI mUlt be '1CU1'.o f,om UtI H..dQu.r\... !r.AilIArUl' tAglnccr p;Jr Cha4)1.r a-1.1 Uf till Contruotlon MlnuaL ,~/-).
2, APprOYllwlthhlld..ubmlt Illmpllllorprlllmln.ry ,v'llI.tlan, ..,' . -" ,.... (- '" it ~,
3. Appro'lllwllhheld,lubmlt brand naml,nl""01 mllluf.cturlr, aflrllUng pllnt, I.L. L c: ~ ,,'orJ. I..~J -h. ~ I ~,
10. Acl'prO'lllwllhhlld,DillbmItTranIPOrl.UonD.Plrtm.nIPllnllmblf(lIlcnOwn).~d .Idl.crlptlan, 1J-u.1 WUA ,hJ;. Pif rU. ~,'"7:;'7 ~ 4-
e, ^pp'ov.lwlthh.,d;P'.....~bmltc..,..logcu!.!1nd/o'.hopd,.wlnlil! ~_ _ ~r . ~ or' ... -
~: ~~~;::.~:~~::~:;...~ 10'~." 0'" {,,;,~,~t ~'h" ''''' ...... "",..,." m.n,"."'" ., ".nll;;;;"'OO ollo..l,n
m'!llll.alu'allnd m. '"I I wllhln thl p..rml..lble limit. 'or Ihlt proj" I (8118 Sp.ell' Provllllo",), ...
~ -
e 3 -'
"",all" Pll~ I.t."dmln_~ novltlw,ut by proj.ct Snolnl.'will lubmll control.nmpl.1 ofm.lerl.l..
Oon.PII. -lL-.$Il..n')l:' ."-; PhonoN., ~ oo.,,,.dlnCon.lr..II.n .1,Ch"..IO,
p,o, Eno'_ _..u..f.,n,pc:-<q, :;, ",. "---di,/."
8if1'1I1.ln.pOlllcI_~ ~. .. . .. . ./""I,.,IIIISn;ln..r
___.~ 6 Y'1:.'" ..f
".. . )S:'~~u.)\V'\...... Oal. ~ ~ By
''''''.l'!'_..I~....'''''''' ...'. U"I,..I"I"I:. ",'M..._nl."l,., ''',"1,,1.1''''/'\'
..
"
!:
~ WASHINGTON STATE
.Jj; DEPARTMENT OF TRANSPORTATION
~ 62953
REQUEST FOR APPROVAL OF MATERIA\,. SOURCES
.-
au It!VI!nG: "OR IM8T1n1cnuortS , '-'J .~;::,...... :;;
C:, AI - I V 0 i 10-5-87
......-. t 8 e
Cont. No.
SA 1025
BROS 2016 (5)
344009
F.A. No,
City/County or S.R. No.
CR0589- Leland Creek Bridae Reolacement
DE!CAIPTION OF MATERIAL
SOURCi!!S ~ &Uf>>PLY
Local ~ppl", ".,Hlfltet_,'. Brand or P" HtP.
I.pp",....,
Action ..
Precast concrete traffic barrier
I Utility Vault
Auburn, WA
Util i ty Vault
Auburn, WA
e..,I..-h<L- a.....J
M t"5Ae
f'. - 4-1
~ S~..J. NW GW4 1, 1"
) ~.\ 'I
(?......,J
"-r:.1>.
~"\
12...\,..,."...
/8" ,( :302. ?~tl$1- fla~dJ
t?a-.r"-'-' ~,,~ dI..!-.
c...... .wr
,A-r:..!t.,
11r1 ~
/
H~~;:.
d:/-,,, k..., ca......
Contractor: '
v
,.,...--
+,z
4;Z-
, . J~e.I/fir""II[,{
'S "",...,.,>d--, "7
\)11\'L\n~ '
. Submitted by:
, "/}1/t. ~~~
"H'~ , h.ve ,le~ Item. ehov.'e, conformenc
requlremontD end ~ommend approval us Ihe:l8 Itema oonform thereto ( ) dCJ not concur (AUltch commsllts).
.....~ J..-
HIS A~-/'"
pd AA ZZ -If'.k
.... ,t...z- -",1-
~.tn.!O~
. . ...".. q. .
ANV rTEMS Fcm WHICH APPROVAL 10 B"NQ SOUGHT. ^c ntJUIV"Lf.N'T TO ,. SPECIFIED MATERIAL OA PRODUCT HAVE BEEN CIRCLED. rreMS flULJlILLINO ^
SPECIFJCATlON OTHER THAN THE APPUCABU! STANDARD SPECIFICATIONS AS AMENDIlD HAVE f1efN UNOeRLll'lEO.
OI!PAl";TMI!NT C!I TRANSPORTATION MATI!RIALS LABOR:'TORV us. ONLY
. ~urClla ol.upply lorallllema checked (I) In Ipproval column III approved lor u.. ton lhl abOlllelmproVlma..t pl'flvld61d th. matlrl~~a dlnv.reo"compliiwllh an,p"alllc.1I0nl.
Action on H.ma indlcllld bynumbllr In tne Ipprov.l~umn III kt","IIf1ert par lhalnllawlng coda: _'"..:'S...~....!.~.!~;~.,
1. SDurca Approvad. Approval far Chang., of Soun:e '"VIII bl ..cured trom 1M Headquarlar. Uatarlala Pongln..,. ~r Chapter 3,1.7 al tha COfllltruCUOl1 "anual. ~:,.. >
:: :::~::::::~~::~;:~::~:~:~I~:~o;,P:::~I:~~I~:~~U~~~a~,(lrlrIllllnoplenl, . I . -":' a...:~.:j'i:~JL~II'J II ~
., "','O..lwil...'d,,,lbmllT,,,,,o".t1onD.,.n,,,.nt ,ll."mb., (II k.ow.)' .d .,.'d..o,""o., AI~ Wul \!J;::. yjf ILl, ~'''"J:? '4-~, 'l- .
:: :::~:::::~~~:::~~nd~ ~/??..JJUG.~.:" . ." .;: . .
,. Baurca Approlllad: A~t.I"ptan I Ma\arlalD lor projecl ua. II 10 b. con onlll upan ollrtlflc.llon (.If Illhar,OO flraanl Am.rla.n m.nulacture ar Id'nllflc.lIon 01 foralgn
manUlaOIU'#lnd ml alII .1 w, I,tntn In. parmle,lblll limit, for Ihll pro). I (5.11 Spaalll P,cvlllon.), ' ,
8. . ..-.... ...
e .~ 3 ., ..
~.1I11 PII.-L- 't7r.1, Admin ROlllI,wld by PruJflct I!ngln.arwltl,ubmll oontroleamph" of m.I.,lale
",.'FlI. -lL-..!o\!Jl'.'.'l!i :. -<, Fh...No, "---""O.or.d ,. Co,,""',,,, ""Ch.".,",
p'oll!ngr~.Lt..c .~C'GI (,j,
8oottl.ln.pClllall~
~\.l....;i,^
...
/6}P-I17 .,d .J
"'\.I'.Il'~ j,j........"../....,.. U"~'I..I.,..h r:IlUlf_nlu,I.., A"mll'\l~""lnr
v
....---
...---
'(jMORSE BRlfS.
~ Prntuued Concrete Group
To_ w.e, Mot: KA5So/'ll /NC.
_PO $0)( 15'7
SU1<..1.."TOiV ""-Jf!:H,
Job
(In...clNi~ GR... !.1Z.1f>(;,!i
~\
We enclose the following: 0 For COrrection or approval
.......-E:t"F5r YQl~!' ::-09
-
, :""'-;}~~",'i'" "" .
"'I.;;,)' ':;'i/:"'"
o
Date q- B ~ g 7
Ann:
'Ob No, Pr3;Jo6:S
~se lorward 10 arcMect or engineer lor correction or approval.
DESCRIPTION
. COPi~
-::L
,.
15Urr>
~\'\'QP 'T'\C"t T!'.
\') PW.~E--'iM:1f ''''~'''l{'t..7Ia,J ~-.Qf_~~ ~ 0, 'L-
~~n,. m~W.7!. PoI'1. A!:JXI'1'", (,"Jf'~___
.,) 1$ ..,.11,!. J.Jb ",d"v'(~ ~_ =.Ct0:1lI-'l
~-,
REMARKS
9( Please return one copy of drawing ~o the
I oll/ce Indicated below.
~orrlsburg DIvIsIon
;.!'O. Box 181, HorrlJburg, OR 970146 ($03)995-6327
~'''_._''''''-'-''''''''~~~~'''-'-
"~--'"'"'t":~"n:",jn:~;'~:,
MORSE BROS.
"~~d
DAN CUI CONlf3
PortTond D/vTs/on
[J P. O. Box 68. CTockomas, OR 97015 (503) 655.5111
OMORSE BRgS.
~ Frutru.~d C,mc"te Group
o
Date q- B ~ S 7
1'0. W,(!.., ft1.tt:::AsSON 1111':::
PO ~OX 15"'7
!:;jo!1:.1.:roN fA,M.f/,
Job I ".'1.ANt) C-R- !:,tJ./ ()bli
Alln'
lob No,~6:S
We enclose the following: 0 For correction or approval
~r you, use
,....errIease forward to architect or engineer for oorr5ction 0< approval.
DESCRIPTION
C/o 6~~\c.t'lT!:.
~
W
REMARKS --'L P[.t:l'l~E ND7e ,,,,~"Ct..'T((),J Atrt;1Je-t CJU{R.<f"o1. ~ 0, 'I:
"2.') Imll'J ---!:JX---1L11l::11\.7S Pe>1't f:(;;!I'1!I' 1 f"A.n<..f,'- ~
1;,).__ IS ~ It, f.Jb "(J.V't Ifi11F..d leA 11'(: --"'~ - {'~-'I
~, ~ ,
be( Please return one copy of drawing to the
1..... olllce Indicated balow.
MORSE BROS.
&, _~, ~~,r"
DA'" c.u. COM,S
~/a"l3burR Dlvlslorl
/ -!:. o. Box 181, IlarrLrburll. OR 97U6 (SOJ) 99S-6317
Porlland DI.'Lrlon
o P. O. flox 68, Clackomal, OR 970lS (S03) 6SS.Slll
"li
.-.--
~
\f~~
OMORSE BROS.
~ Corporate Operations Office
~
R E C. ~~: Ii i\,f F-' iT,~ - '"
'" ~ -- C..'l::'.... '0 6 Y
t,::}v Q 2'i9B7
October 30, 1987
.J~~;;~~'~~~.i~ 't;~,i;;~.~~/
Jefferson County Public Works
P.O. Box 1220
Port Townsend, WA 98368
Attention: Bruce Laurie
Re: Harrisburg Prestress Concrete Plant Aggregate
Source Information
Dear Sir:
The raw material source for the course aggregate is Morse Bros.
McNutt site at Harrisburg, (Legal description: Township IS,
Range 4W. Section 21, Tax lot 100, Linn County, oregon).
s
The raw material source for the sand is Morse Bros. Corvallis
site. (Legal description: Township 12, Range 5W, Section 12,
Tax Lot 600, Benton County, Oregon),
Sincerely.
0: ::~~NC.
.,Cl:rse
Assets Mani'lger
/j1n
cc: John Brown
Harrisburg Prestress
o
~
32260 /lW)'. JoI
Tal//lellt, OR 97389
PI/lme (503) 928-6491
,":".",
DIlf'"li~Y'r'~>r,.'ro,,,,,~'l'I":n''V''':''r .~''''''''~~l'!'',''''mMllf.._ .J1
-
..L
..
.-
rrl,~I"'f"':: I' "' ,'u'J'""...;r"'lf'orJn:lflfll"~''''\'n:II(~~..J&
'-
-
..--
-
J.
--
........
-.-.
::J: WASHINGTON STATE
"lIl'1EPAnTMENT OF TRANSPORTATION
62970
REQUEST FOR APPROVAl. OF MAtERIAl. SOURCES
srI'! AI!\l1!"se 'Of' IdntUCTtONS
Cont. No.
54 . /02.";
CRO 587
F.A.No.
B,R.O.S, 2016 (5)
Date 7/1 ?ol??
ChY/eounlY or S,R, No, 344009
~,.,"
~
Section
Leland Creek Bridge Replacement
DESCRIPTION OF MATERtJ\L.
OOU;rt1S OF suPPLY
L.O<l8I SUpplNr M8nUf.clurer'. ~'.nd or ptl No.
,,"1>>0'0".'
ACtio.. .
~
Crushed Surfacing Top CourJe
Lakeside Indust. V-BB
U.S. Oil , Tacoma U.5, Oil, Tacoma
U,$. on, Tacoma U.5, Oi' , Tacoma
Jefferson County V-Il7
v
Clas3 B Mineral AGG,
AR4000W
,/]
v/ \
~
Tack
CnntraotoY.t='''''FEa."",..t Co, .4.......<... W"-"-~
\. '. ,." !t01n." _ _ _ _ I have re,VIBWBd BUltema above tor contormanc
\0 ooo"ao\ speollloetlono and requirements and)<trecommend approvalac the.allem. oonlorm tharato ( )4e...--..v.ttach oomment.).
ANV ITEMfI FOR W.~ICH APPROy.-.L IS BeiNG - SOUGHT AS EOUIVALENT TO ,", SPCCIPI!tO MATf!R'AL. OR PRODUCT HAVE aEEN CIRCLEO. ITeMS FUI.PIL\.ING A
S,.e:CtFIC~TION oTH~R THAN THE APPLlCABLI! STANOARD Ci:lECIt=ICATIONS AS AMEN"I!D HAVE DEEN UNDERLINEO.
DI!PAnTUeNT 0' TRANSPORTATION MATERIALS LADORA1'ORV USI ONLY
.. Souteel 01 .upplVfor .11 Item. eh.eklld (.., In epproll.1 Mlumn er. IIpprcllled lar u.e on Ihe IIbollll ImproYllm.nl prolll:J.d tl'l. mlllerl,11 d.II....r.d comply with eUapeolncaUanl.
Action 0'1 llllmllndllllll.d by numt)lr In Ih. .pprtlvlIl column llldenlltllld p.r th. lallowlng oodl: . ,~ .
I, Souroe MprOYlld, ApprovtlllOr Chllngll 01 Sourc_muIII bll ..cured 'romlhe H..dqullr1.rl Metllrl.11I En;l""er p.r C~.p;;f,3~,t.7~~lf ih~..eo;~INlmon Menu..I.
;: ~;:~;~::::~~:::; :::~:: :~~:~:~;:~::]~;:;;:;.~:~~~~:;, on...\lOO.'''' (::-. ,t.;: ,(,': "~~\
.(, A99ravlllwllhhlld: .ulbmll '''"IPO"IIUO, n D epertmtlnl pll number (If known) end legll d..orlpUon. I:. . .... ~ ,.',.', ", .,.....V~l '::j . .
15, ,Approvlll_llhh.,d; pia... lut)mlt ellelog oull.ndlor'hOp dr.wlnge. ft. "', (', ':' .~ '<..
0, APprovII withheld: . ,\,\\, ,".' . ~- ' "
7. Bourell APproved: AOCIPlllnc. ot M.III,1111 for prolllcl UIll i. 10 1':11 oondltlnn.l upon cllrtlnclllon of II IIr 1 'porOll111 Am.rlcllfI m.~lur. or i~.I'IU1loullun 01 10r.l;n
., ",,,."CI'" on. ",,,.,]n]' 00" "lih]n ]he p.",,]""" IIml]. 10' ]h. p,ol.O] (5.. 5,."., P,o_].'.")' ~ \ ' ' ':;!
0, ~ ,.}
~tll PII.~' Dill. Admin. ':> Rllllewld bv Pt"J.cl Engln,~~;will'Ubmll control,llmplell 01 mll.rlDII
~"I File ~ . Mtllll Enor -::; Phone No. .Qov.,.d In Conlllfuollon Manuel, Chap,.rg,
ProJEngr ~&:!.c;.Vf.-l c....I,
SUlllelnlpOlllo. --X--_
Oe'lI
1/'?-//'W
_, I...,. ",(.."", "
'(l..--'"
-
--
~~
~ WASHtNGTON STATE
"'/I DEPARTMENT Of TRANSPORTATION
62970
R::aUEST FOR APPROVAL OF MATeRIAL SOURCES
SI!I! RI!vt:Rse !COR INSTRlJCTlOfItS
€)
Date
7/1R/RR
.5A. ./<:)2$
CRO 587
FA No,
B.R.O.S. 2016 (5)
City/County orS,R, No, 344009
Cont. No.
Section .
Leland Creek Bridge Replacement
SOURC!:S> OF SUPPL v I ApJtro"al I
Loce! ~_-='=!!=lr M....u1...i_'. irand or PtT No. AcUOn .
DEf;CR1PTION 0;: ill\TEAIAL
Class B Mineral AGG.
Tack
Lakeside Indust.
Y-88
v .
...........
./
1/
I
U.S. Oil, Tacoma
l),S. Oil. Tacoma
U.S. Oil, Tacoma
U.S. Oil. Tacoma
AR4000W
Crushed Surfacing Top Course
Jefferson County
Y-1l7
~
\-
con!r.ctoJ~f'Pe~"",..I a. ,.&'.........c... W......~
I, 1! . h8'1tO reviewed all Items ebo\'o for conformAnc.
lee! "II''"'''' .. -,---
to contraot speolflcatlons and re.qulrementa endkreoommend approvals8 theo~ ItemB conform thereto ( ~ttac'h' commonts),
ANV ITEMS FOR WHICH ""PROVAL IS BEING souot-n" AS EOUlVALCNT TO A BPI!CIFIQ:C M"T~RIA1. OR PRODUCT HAW! BEEN CIRCLED. ITEMS PUL.PIL.L.INQ A
S~ECIFICATION OTHER THAN THE APPL.ICAbLE STANDARD SPECIFICATIONS AS AMeNDF.D HAVE BEEN UNDERI.INEC.
DI!PARTMI!NT OF TRANOl'ORTA110N IMATI!.I1IAL!J LADonA-TORY use ONI.Y
'. 801l,a.1o iJlaupplvfO' 1111 Ilem. Checkod (I) in approvlll colulM arflllpprovarf lor un on Ihlt above Improv.manl provld.d the mlll.rlal. dallv.r.d comply with an Ip.CIllOAllonl.
Acllnn on Itemalndla.l.d by numba, In Ih. approv.1 column laldllnllll.d pllrthe lollawlng cadI: . . ~.
1. Boure. ...pp'oud. Apprav.l for Ch.ngll 01 SOllr~1I mu.! b. ..curort Irom lho Hlladqunr10rl Mat.rilll. Engineer p.r Chap(."3'~1.7;o'r;h~.6c,"I'f~on Maflual.
~: ~::;~~:: :\:~~:::~ :~~~:~ :;::c:~:~;,P~.:~:i~~~II~~~~II~~~;;, ar Ir.atlng planl. ~~>.- t.~~"...~~\\ "~<{b~
4. Apprnlllllwllhhalrt:, auibmll Tranaportnll"n Ollpll"m#UlI pll numb", (I' known) IIntJ legal d.acrlpllan. / . ri' ....-,.~. ." . ~ "i'Uro '\
6. ApPfavlllwllhhald;pl.lIl11l1ubmIIClallllogoul.and/orllhopdrawlngl. I':":: ... ',:: (".~.,- \.:.1 . \;....
~: ::~:::II~;~~~'~:~ ^co.plenee 01 MIII.rlalll lor proJ.et u.. III 10 bo condlUnnal upcn clI,Uflolllion 01.11 r 1 \\.~~rC:~~1 Am.tl,,;n m.~- lu,. n, IdllnllUcallon 01 lar.lgn
O. mllnulaelur. IInd ma"trlall e011 wllhln Ihlt J)lIrmllll!blfl 111'\'1111 lor Inll p'oJflCI (511. epiloia I Provlllonll). ~ \ . !~'~/
G. '.~7
~1I''''i1a~ 01.1. Admln_..?...;-_ Rovlawtlrf by pro/tlClllinOln..;.wi;llllbmlt controllDmpl.1 01 mltlllrlall
"!f.,'PII. .J:.,-_';;:'~ "> -=- """.N.. f? ~i" a11'~ '''''- ..,..,."."C.'.."Cll.'M"'."C"'P'''.,
prolenor~ - ~ -......
Sulllltln,pOlllo., --K-
c... '7 Iv / W
"...".I....",J...."".
B,
,-""",,..
~....
~ WASHINGTON STATE
"'/I OEPARTrLIENT. OF TRAHSFORTATtCN
62970
REQUEST FOR APPROVAL OF MATERIAL SOUnCES
He Rl!Vl'!RSE FOR INSTRUCTlOOIS
7/1R/RR
~
~
Dale
.54-/02.'5:
CRO 587
Clly/Countyo,S,R, No, 344009
F.A.No.
B,R,O.S. 2016 (5)
Cant. No.
5e(;llon
81.
.....
No,
Leland Cr'eek Bridge Replacement
Aporo'Oio:
ACkon ..
DI!SCA1PTIOH OF MATERIAL
SOURCES ot=' SUPPLY
Loc.1 SUppl~r I ....n"'.c;ur.'.. ar.ntl M PII NO.
Iv
I ~.
./
~
Class B Mineral AGG.
Lakeside Indust,
Y-BB
Tack
AR400ml
U.S, Oil. Tacoma
U.S. Oil. Tacoma
U.S. Oil. Tacoma
U.S. Oil, Tacoma
Crushed Surfacing Top Course
Jefferson County
Y-Il7
contractoJEPFEI1-:Jo""" C. ""'~~<- W4.c.~
I, - I hsvs reviewed BUltema above tor conformenc
,.a "9'- . ',' .~. ....".--"...... .
to contract specifications and roc;ulrementa endl<trecommend apprOyftlS8 theB~ Items contormlhereto.( ) as' F18~..r (Attach comments).
ANY rrEMB FOR WHICH APPROVAl. IS BEING SOUGHT AS EQUIVALENT TO A SPBCIPIEO MATE!RIAI. OR PAOCUCT HAYE BEEN CIRCLED. ITEMS FULFILLING A
SPECIFICATION OTHER THAN THC APPLICABLE STANDARD SPECIFICATIONS AS AMENDeD HAYE BEHN UNDERLINED,
DP.fl'ARTMI!NT 0' TRANSPORTATION MATI!RIALS LABORATORY UB! ONLY
. Souron ollupply lor aUllem. ahecked C/) In Ipprovel column er. approved for u.. on Ih.. ,,,,ov.lmprovemenl provided In. met1rletl dtr!ill..rarl o,U''I'Irly wit'" In Ip.elllc..U'onl,
~~U::~r:~::::::~Co~I:::r:::~:~~I~~;:::;~:::~:~~u:~~: 1:::~I:~:dl::: tl:: 1'~~::~:~~:~:~~CIOr!~IC Enolne.r p~r Ch.pt~~lnn Menual.
~: :::~~::::::~~::~; :~~~:: ~~:~I~:~O;,P::~~I~f~a::~~Uc~~~:~,or truUng plant, 1(:--> ' .r'~',<:~\, '<'<<b~
A" ApprovII wlthh"": lult'lmll T,.(\lpol1,lIon Dapel1m.nl pll numbar (II knl'lwn) Ind laOl1 d..orlpllon, ' :-.''''. .....-: ~"\' . :, "~;'~ '(
[;',' APprO'll' wllhhftldj pin.. lubmllllalllnn oull ,nd/Or Ihop drawlnge. ti~' \I" ('. ~ '~'.~::'..
a. ApprovII withheld;, ' ,,',', l^' . , ,': '.
7." Source Approvld: Aceepllmc' 0' Mllarlall lor prollcl uee II 10 bl condltlonel upon certlflcltlon 01 'II Ir }~'rollnl Amllrlo~n mll~~i' luro or Idllntlllollllon 01 lorolll"
8, mlllnul.Cluro Ind mllarlall coal wllhln Iho plumlulblo 11"1111 lor th. project (S.o Spocl.1 Prevlllon,,), ~~.. ';"'j/
0.:; :-/
~. Fn...~ 01.1, '\nmln~~ R....lflwod by Prolec! E"olnl'l~rwllllubmlt conlre! ..mpln. 01 mllloril,11
~IFlle ~ Matllenor" PllounNo. FJ ~~~ IlJ~OVDradlnCon.truollonMlnUlll,ChlpI0'9.
ProjEngr ~~I:!.c...Uf...1 (.,l."
a.altl" !nlp OUlCIl ---i...--
,., .._:":,-Jf~ ~:g,-""~.:_",.,,,., ..~,.,....... '
yt-/
, ""',""''''_'~?'~''':,:.::,~"M'~'~'~,.
NT'
Job No.
. Tested By: R.l."')
Date: '0/2-"'57
!TEM
WT IN LBS OF
FULL JAR OF SAND
2 h~ IN L8S OF JAR
AFT ER EMPTYING
3 ;'IT OF ONE CONE
OF SAND
\;T OF SAMPLE
AND PAN
PAN
\~T OF SAND USED
(I - 2) - 3
WT OF SAMPLE
4 - 5
8 DENSITY 0, SAND
9 VG' OF SAlIPLE 1I0CE
6 ;. 8
FIELD DENSITY OF
SAl'lPLE 7 .;. 9
NORTHWESTERN TERRITORIES, INC.
EnaiMelS . Land Sorveyofs . Pla.-:::2fS
ConstructiO/l Coordmatioll II Mafeoa/s Testing
SAND-CONE DENSITY TEST
J
For: w.e:.. MI: KASSON} INC..
Location: .$TA- /(,-I7S:!: ) 5' ff: L..'l:lf
S;:+ ).e./OLV FI';/S~ 'V,,<t).e.,
\ .--
/5.42
7,24
3.53
SPEEDY FI EL D
MOISTURE TEST
2,30
15 %
1.05
16 %
4,'-5
+=
18 AVO
17 /.
7.Z$
'33,4-7
D,o$S1 I
FI EI.D ~IOTSTUIlE
DIlYHIG ~mTIIOD
19 \~P.T \{I'
=)M'IPLI~ 1.47
20 IlRY I,T
SMIPLP. /.32-
21 ~IOTSTURE
LOSS tl./5
22 % NOlSTURE
21/20 1/.4
12
% NOrSTURE OF SMJPLE
21 .;. 20 11,4%
130.\
II
DRI' DENS ITY OF SAl'II'LE
10';' (1.00 + Il) 11(,,'6
1:' OPTHIIJN Lion DRY
,. . DENSITY AT ...a:.~7.
'i4(!jx CONPACTIDN
12 .;. 13
12".8
C}2, I
~15 fAST flGIITlt STREET. pom- ANGElES, ViA nR~n2 12061 452'R~nl l,nOO,6M,~M5
FIELD f10TSTIIRE
DRYING ~1I>Tll0D
19 \~I\T \{f
SM-IPI.E 2.41
20 nil\' \/r
SMli't.E 2,,7.')
21 mISTur,,:
1.055 o.Iz.,
_f----
22 % ~IOISTURF.
21/20 ~.7-
."rr
TI"r
rv-';fi~i,~\ NURTHWESTERN TERRITOnlES. INC.
'-" "L',lff:!l7 5 p
" _ _ E/lgmf"fi.:; D L.mc/ IIf\.'I'YfI,'S D /,1rr:r;'.
__. .~P CoM/mCIi<in Coor~.,1Jtion . Mi1renals le~'lI1q
NT'
SAND-C()~;E DENSITY TEST
Job ~1o.
Tested By: 12.l..1\1
Date: lof'Z'l)E!,7
For: W..c.. MC,KAS5oU 11Vt:...
Location: 5TA 17/-18 ;;) ~ 41z.. ff-
bdo<c.> (=,.:.,$.... ~a..t-e,
!T"f1
I \-IT TN l.US OF
FULL JAR OF SAND
,,,.01
2 wr IN LBS OF JAR
AFTER EflP'n TNG
j WT. OF ONE CONE
OF SAND
.~..
4 WT OF SAHPLE
AND PAN
",,"4
~.53
SPEEDY FU:LD
HOISTU RE rEST
1'2.,30
1.0$ 15 %
16 %
5,")0
17 %
\ \." .;
33.41 18 AVG
@ \-IT OF SAHP1.E PAN
WT OF ShND USED
(1-2)-3
7 wr OF ShHPLE
4 - 5
1
, 8 DENSITY OF SAND
\'--
\ 9
1'--
, 10
!
VOL OF SM1PLE HOLE
(, f- 8 0.070 7
FT Fol.D DENS ITY OF
SAHPLE 7 9 lG':).1
% ~;OISTURE: OF SMll'U
21. f 2Cl 5,?"'i,
ill
I, 12 DRY DENSTTY OF SNIPLE:
10 f- (1.00 + II) 15I,7-
13 OPTHIUH LM DRY
!, Ol::NSI'fY ,\'I' 10.?"%
'. -
:-;4 'r. CONPACT!ON
\ ,_:.:..: 13
:4'1,D
_1---- ...-
102.6
.---1-'
315 Et.5T EI(,II1H STRHT, PORT ^Nr.EI.!S, VIA 08~r,~ 11851 4,1,MOl 1800'8501,5!io15
"..~_II\IIll'>~',~"""",......,IIIII, ,.,ch. Jr
...1 __
-
-
rJrIIfIA.
,---~
-
l
\
-
~
'-.:.;z~
.//~
f(;'
fIT'
" , . ",," '(f -.' ~ .~-.:;L~_' -; ,.
NORTliWI:...,_.iN TERRlTDnlES, INC.
f.nglflee1s III I,and SUIVrynrs . P;.1;l.'w'S
Construe/1M Coordination II!! Marenals Testing
SAND-CONE DENSITY TEST
c,.)"
For': 'M~,ec7o.',:/''', /'1(',
LoeB Cion: yl:-.; .<,,'".~'/' :'
,. ,",',', .., 'J~~1""
Job ao,
Tested By: P.z~
Date: ''l-/4-F1
, ;: ~1
\011' IN US OF
FULL JAR Of' S,\ND
WI IN LDS OF JAil.
AFT F.R F.HPTY ING
3 \oIT OF ONG CONE
OF SAND
4
WI OF SMtPLE
AND PAN
r.~\oIT OF SArlPLE PAN
6
IvT OF SAND USED
(1 - 2) - 3
1':/',.
.,.;'/:-, 'Y,:.
~ f}
J./ /
WI OF SAHPLE
I, - 5
tl
DENSITY OF SAND
. ,
..-/ ,- .-,,, /
/!3Az
p. ~'!-
:;,,62.
7.::)~
SPEF.DY FTGLD
fIOISTURF. TeST
/..10
15
%
16
%
3,60
:::. f5
17
~~
VOl OF SAlIPLG 1I0LE
6 ' 8 (.',i';"''j
~ ;","'2.)
18 AVG
,;j)!
rIELI; NOTSl'URE ;::, '1'1
DI{YTNG HIlTIIOD
19 I~'ET \a
SANrLl': ~f. ,;',,1
20 any \fl'
SMlrLr. ,Of, :;'1
21 flOTSTURE (J, ~~"'.I
LOSS
22 % NOISTURE
21/20 ().!r'J.'!"
FIFJ.D DENSITY OF
SAHPLG 7 f 9 it':. , 0/
% I'IOISTURI~ OF SAHP1.E
21 f 20 '1,/1);;;
DRY DF.NSTTY OF SAl-tPLF.
10 .;. (1.00 + II) 11~''?b
13 1ll'THtUH LAB DRY
__:~ENSI'rY AT 7,(, % 1:";~.8
11,' % COHPAcnON
12 f 13;,1,:::
liS EIIST EIGHTH ~mEET. POm ^,mEl.~s. W^ 9a,1f,l 110a1 ~r.l.A"91 I.AllO,654,as~s
Job No,
Tested By: :'j;!..
Date: .~~,'<.: .:;".
WT TN LBS DF
FULL JAR OF SAND
2 l-lf IN LES OF JAR
AfTER EHP'!'Y ING
3 wr DF ONE CDNE
OF SAND
4 wr DF SMIPLE
ANI! PAN
'--;:~'iT DF SMII'LE PAN
II r. HDISTURE DF SAHPI.P.
21 f 20
i,~ 12 DRY I!r;NS [TY OF St\lolPLE
ID f (1.00 + II)
. 1.3 D!'TlHUN LAB DRY
_aIENSlTY AT 3.t- r.
1I. r. CDHPACT LON
12 f 13
6 liT DF SAND USED
(l - 2) - 3
wr OF SANPLE
4 - 5
8
DF:;';ITY OF SAND
VDL OF SNIPI.E IIOLE
6 f A
;J FIELD DENSITY OF
SAlIPLE '7 f 9
NORTHW~"I..IIN TERlllTOfllES, me,
f'lgl!lf!CfS IS Lan,! $lIn"1!YorS . Pl,l1';WfS
Cnnstrucllon Coordmil(;OlI If Materials Tesflng
SAND-COI<E DENSITY TEST
For:
Location:
/',"",: c;l'.
;}, 'f
>~ y' ,
(',
d''L
J'~. ,'l ....,. /
i/3, (.5
-+--
(1'1..?:-:
3,6'Z..
SPliEDY n ELD
!,IDISTURE TEST
5"11
,) r; %
/. ,-:0
16
%
'?, '1
'1 ~: 1
I"
17
%
18 i\'.'(;
J
/;', :,,,
7"',/..;!
,!J?,-/-'J
3,,'/
FTEW HOTSTlIHE
DHYHIG fllC'J'IIOIJ
,'I
1.1~'"
,,-
19 WET Iff
r.t\lotPI.li
;:,;;4
.>, .;.' 1(,.
20 DRY \IT 1,:,1
SMI!'!.E
21 flOISTUHE
LDSS {',,~'3
11+,7D
1?-1;,,8' ___
22
;~ fIO)STUHE tJ,~,ll(.
21/20
"7D.,4
JI\ f~ flGIITH 5TAfF.T, rom MlOHE5, W^ 91l.16l 11061 '\1 R,191 I,ROO,6501,55o1\
-
.'-
~i"i"
"i~i~''''.
r,"~-
Job No.
Tested By:
Date: '/
:.r..../,.
liT m LBS OF
FUL~ JAR OF SAND
wr HI LBS OF JAR
AFTER E~IPTYING
3
wr OF ONE CONE
OF SAND
4
wr OF, SMtP!.E
AND PAN
qil'&\\oIT OF SAMPLE PAN
~
6
liT OF SAND USED
(1 - 2) - 3
wr OF SMIPLE
4 - 5
8
UP.!:SITY OF SAND
9
VOL OF SAIIPLF. HOLE
6 .;. 8
10
F'I [,LD DENS!TY OF
SMIPLF. 7 f- 9
11
% NOISTURE OF SAIIPLE
21 -i- 20
12
DI<Y U'~NS ['l'Y OF SAl-IPLF.
10 -i- (1.00 + 11)
13 OPTI~lUN J,AB DR'{
! e1ENSITY AT .JJ.,L%
: 14 7. COIIPACTJON
12 .;. 13
-
'-If;",',',
NORTHWi:.u' ..,iN TERRITOfiIES. INC.
f;;gmecfs . Land Sl/rvf'YQrs !f Plar"u:rs
Construction Coordination . Materials Tp,~rmg
SAND-CONE DENSITY TEST
--
,
For: ',/..- /.......,:'.'.::7.. '</".;.,..-..
Location: ,. ,.........,.:~:;.'/,' "" .. ,.-
,,5'7"/{ IS+7') . ~. '<'/ ~
- / '-_~ .>,,, )7'
SPEF.DY FI EtD
NOISTURE TEST
15
%
/15.60
(,"/,1,
3.52.
.'!, ;:0
;'10
j"'!
16
%
4. ,,d
::.,:;,1
I';.
()",1'/::;<
/ ;t."/~'
(i.//.1.1-1
IfJ!i.,1,Z.
ill." 1
l.)lJI3
17
%
J 8 .WC
FIELD ~IOJSTlIlm
1J1lY1NG ~IWrllOl)
19 \VET \{J'
S,\lIrr,E
20 /lRY wr :::..!:f'
SMll'l,F.
21 ~IOISTlJHE
LOSS ,;..I, ;:;''/
22 % ~IO [,STURF.
21/20 d, ,~,),!'7
31~ EAST IIGfIHI SIREET, rom ^NGEtES, W.\ ~R302 11001 m,R~~1 1-0000~~,~M5
,\<.'"
-
'. . ':' ~.. '+.'.~",,,_ ."''''!:':'''. .) "<" ~1~..,~)" ~ r_;' ,<
~ .,,--.-; !
",/, ;"','"
d'~ "/,1,;:
::~;I:.~
@
'(,'..~,~',;',",
'/4 'f''''
\'-/ "
"(~":"
I\ITIl
li-a S iIi
NORTHWl.:._. ...iN TERRITOruES, INC,
Job No.
Tested By:
Date: 'j~:;:;1/y~'
WT INLBS OF
FULL JAR OF SAND
2
lIT IN LBS OF JAR
AFTER EHPTY INe
\.rt' OF ONE CONI::
OF SAND
WT OF SAHPLE
AND PAN
i (~"T OF SM1PLE PAN
,,,...
6 WT OF SAND USED
(1-2)-3
7
~ll' OF SM1PLll
4 - 5
8
DENSITY OF SAND
9
VOL OF SAHPLE nOLE
6 ;. 8
PULO DENSITY OF /"1,15
SMtPLE 7 f "
~I~ /~Ir/
Ellgmecrs . L.1IId SWlIl!ynrs II P/;Jfl:;f/~
Construct/O:l C:JordinCiFiOfl II Mare"als leSlil'f)
, ,
.!;,~.~ "T~~
::;,7'/
6. '51-
S.72-
:, /1
8.-:;:;;-
,.'/.pZ.
2~"
% HO [STURE OF SMtPLE
21 f 20 O./!/!c'"
DRY DENS 1TY OF SAI'IPLf.
10 f (1.00 + Il) 14.2-
13 Ol'! LHUN LAB DRY
_eJ.JENS[TYAT l1.:.L7. 11(",,;
14 7. CONPACTlON
12 ';' 13 ('.0:7
SAND-CONE DENSI1Y TEST
1:~
For: '.J~,.", /--:,. .r a:. "/;,'
Location: "?,,
,:; ;r /1 "'-:-~"': J f.", 1:. .~~"u!.. '. r , )~
~_<_'t"'('" /0 r
SPEEDY FI ELO
NO!STURE TEST
15
16 %
17
%
1 B IWr:
...7"'.;, -4.rl
~,.
.-'-
l
d.4!::'
FIEf.O HO[STlIHr.
o Ri'! NG ~IET"OO
19 111':'1' \{r'
SMIPf,E 3,/}.~
20 DRY WT ;1,/...:;
SMIPt,F,
21 ~IOTSTURE /).8[1
I,OS5
22 % HOISTUHE (?I1 ~..,
21/20
315 EA.o;! ,lGHm STREET, PORT ^NGElES. W^ 9B~B2 I?OBI,152-8'91 I,BOOBM,5M5
m.
~
NORTHWl:"j LrlN TERRITORIES, INC.
~- -
NT'
Job No,
Tested By: PC'</
Date: '~/.~'/.':';:"1
WT IN LES OF
FULL JAR OF SAND
2
WT IN LBS OF JAR
AFTER EHPl'YING
3 WT OF ONE CONE
OF SAND
!'~ft~
~~;;T OF SANPLE PAN
4 WT OF SANPLE
AND PAN
.;
fiT OF SAND USED
(1-2)-3
Engmeers II L.l1l(J SIJf1iPyors . Pf31/J1tlS
CDnstruction Coordination . Materials resting
, ,
8, r.c..
35'<-
6. 77
3,74
5..~'?
....::-~ .;,~,")
),) ,',', ~
II % ~IOISTURE OF RMIPW
21 f 20 ;) "<<: II
,;'1.0~
WT OF SANPLE
4 - 'j
8 DENSITY OF SAND
9 VO" OF SMIPL!:: IIOLE
6 f 8
,;)
!'IELD DENSITY OF
SMIPLE 7 f 9
12 LlKY DENSITY OF SAl-IPLI,
10 f (1.00 + 11) Int;,r;.,
! 13, ()I'TUlUN LAB DIlY
, ',~"~I lENSITY ,\T /). 1 %
t ~ '.-
r--
'I 14 ,; CONPACnON
, 12 f IJ
l
/I {" 7
'7(),4
SAND-CONE DENSITY TEST
For: ).'~ /.,...... &l.;";~,,1''''l 'r':.,~.
~~~~//;~i~ ~;~"~;' ..~;';;'..'~'.~< I:~":' .~-2
,...."!/.~..... ~...~i'.
;"1"'" /.'r ..iF
/S78
"~t'
RPEEDY FIf:LD
NOISTUIlF. TEST
{,'-/O
IS %
16
%
%
I H ,we;
.'~ . .f(,
FIELD HOTSTURIl
DRYING N!::TIIOD
19 I;I,T tV!'
RAlIPr,E '/,'/',
20 DRY 1-lT
SMIPLF. '"
21 NO !STURE '. :':-;'0
LORS
~._-
22 7- HOlSTURE ,Pc,I'
21/20
315 EMI Erml1H SIArEI, pom MIGF.US, W^ ~n"n2 11001 <\2,n,IQt I nOO,6r,\,5!;.15
~
~
/' j;'"
'7."J~
~~":;i~\
\ , 'lli1
.w
NT'
Job No.
Tested By: "PI-;/
DB'c.e: i'?'--/4 y 7
lIT IN LBS OF
Fl" I. JAR OF SAND
,off IN LBS OF JAR
M't ER ENPTYING
3 HT OF ONE CONE
Of' $AND
WI OF. 5 Mil' LE
M:;) PAN
.,1,V'l'T
~.
OF SMIP LE PAN
6
WT OF SAND USED
(1-2)-3
WI OF SANPLE
4 - 5
8
DENSITY OF SAND
VOL OF SAlfPLF. HOLE
6 ~ 8
Pl,LD DENSITY OF
s.\:tnr. 7 ~ 9
NORTHWLvl LrlN TERRITOflIES. INC.
E::~ltIeers = Laml SlilH!VVfS a Pla:lIlt'f'i
Construction CoordlfliltJon .. M.ltBrliifs TCSliilq
SAND-GONE DENSITY TEST
FO;';- ';"/,./.:/:.:-..~~-~-. ',') /..,~.
Location: .;..
S"-,,\ /8";07... .~<? ./ -;/
, ,
'5..~~2.
-:",9
:5.62-
"""
7,:;:4
! J()
,I. ;; 7..
r.. ./(
~.~. ......,
t, ',., '"
). .;(,1
.", . J
~/I~I~~UH" OF SANPLE ",..~7
d
t2 D~\' nr.maTY or :;AHPLE
I 10+(1.00+11)
13 , uPT HIUN L.\ B DllY
I @i9.)ENSITY AT ...LltLi.
1-,--
I 14 ,; cmfPACTION
i 12 ~ 13
11(:,.10-
lit.., '7
F?,7.,
SPEEDY FH:LD
MOIS'!URI' TESTO
15 i.
16
i.
i"frtt
17
i.
lH AVr.
:;;:;..b,.:."
'..~
~
71,.. ./ " "
FI ELn NOfSTlIHE
nRYING NP.TIIOD
19 liET f{J' :~, ?':
SMfJ'I.E
20 nHY iiI' "
SMtnp.
21 NorSTURE .-" .~ ",
LOSS
22 i. ~1(lISTUltE ~. /:,,~."
21/20
ll5 EAST EIGJlHI STREET, PonT MJr.n ES. ,YI^ 9Rl62 (1001 4,2-00191 1,600 65,1,51>15
~:,:,;
\VA,SIUNGTON S'CA'fF. IIIGIIlYJ\\' COMl\USS..(l'.... ,~V~. ~-
( DEPARTMENT Ot' lJIGlIWAYS \ Place", &IJ <"!l-h <1" ,J(Q.~.
, , ,n,,,<o,. 90301 ~~~~~C\.,\ ~l1'~1 (J.- . Date,Z=,?,t?_~:
~have forwarded today, PllEL1M1NARY Sump!e NO"..."/,,, .... of ""BJ..,g"JX\.."...."'~....""''''_'''',..J:;!:,,,..'";/___
I~ed for use as. '. Pl\. \\0... "'T ,3, ,G~v..':;,""\\'v~~\:~,C'O<"';:::.~.""l,,,&.~I.,___
m..~\'Y'.<'Sd-C...\ ,~L,.. "" ..," Contract/Job No,.. ",,,N/Il,,,,,,....., F,~, No", "'...111/1,,-'-----
~;~;'~~~)~'~i~~ro..f t:'~~:~;~~~in;;~;:;(\ ~;;~" ~~~~~~~::~U:::,:~:~;~., ::,c~:::~~,::,~~:,,::~:.-=:'y..
ofk..X\..~ ~.t>LI.(.f, Est. d<'plll .. ""....' Known depth..,,,.,,......,..,,,,"''''.. Est, area ,:S)~~t. .w'.w ..'.w .w,., ..,
" " \,~OO, it, F..t. quantity lc;>,qOOO cu, yd, Thi. samRIe is considered ~ ese ''l2 of --
""~JOOO" eu, ,I'ds, SUl1Iple tak~n as folI~ws C.\Cll)..'" c.. ~'\.,-<.1L:..,\"..u."Y.lX;~;\\:;~'''~;:"Y.'..d,,', .W,.. ..,.w 'w,.. u,..
:\"''f-4,~~\~ ~~,\;c.c..u. v"d.~ \~, Is water av.ilab~(~;;;;{",,"_m'''''''...''''_..__.., .w,'w "',. .w" ..,,,
If kdge. will it shoul large or small?........::::........." Is there a sUitable~ar~' pla .Ile?...-:::=.....""""'....... _
Aloe uther smnplt'~ from same depOSit in<'luir\d in shipment? .!if5 :t'~ grading satisfactorytiffor ..W..W!IIMW ... n .'<i'U
intended use'! If not, why? . ~ . ...._ ~Sl."QPlcnlental material for
~~rtagc found ut:.. ....~::-':i., ":" "e oth r known deposits available? ". .
_ . ..... Give reference ... . ..... . "j . Charc:.cteristics not apparent in sample ~~.~._
~'~\:.,.~~:\9 101 W()rkedpre~011s1y?,y~b.. ,"'itiWhe a~whom? G<:n-<.V\~~~~Ej,.,,~~ L~ .,__.....
Name and address of oWller ',.:)<\.,~~' .....""'~,,- ~~t:t~-;<L ::...fr,l"01.illc1~~,"\ 'JL6:'ll..!:t83.-E8
I k h I I h ' DfPI.'O~lTI ~JI~"", ...,J. hI .,iJIj ~ ~
s s etc .ltac lec s l1wmg rc atlOns lip 0 amp e to c,eposlt .5 a woe, ". <1.1:;>." '" '" ....____.,._..,~".._.._''',_,
Whit,- ,'opy wllh 'Ample, "\"<l.e."" +9+- ~ cl.u.~~. It ~"::J I <:>,E:., -ls' c..... -\-\.0'>'\ our> .. 1"""
01 ecn copy to Addl <:sscc. tiJ I t'ftJi4.(\ ..J i:ICN
Pink ropy to Ulstrlct En(~lncer.~.l\ ~ ~ ~
~~~I.~~v32c~~~, N'OJl.'ct l1lea. hIor" .J;7~r'.u;.. ~ .... . -..--..--..
:,"f~h .;> '1
~~~~~:~~~QR '::.:::.: ':.::.../.:.......................,.....,.. Lab, No, \. ('1"0 7()
COAJ(SE AGGREO~rE "'INE~ .'nOM co^ma. AC;C.Il!::(;Nl'i':
'I. \-~~D::-" ----.---..- ';Lf1Ur.1011l1:
r;;':.~~~~~ . l'SI~~~.~f,11 ru~~-;-'-'..o-.~ T~al Jleq~f~:Ment. SlevC! :.'~:~I~~c.II__ Ikll~II\i::~~II~~:;.-:
_ :rp-r, _..~~~_:,c:..~'-- 10' -'IO,--;-,*,,'''~'~' W' Sq, ,[HI,..,_ "
-, ,~ ..~'/~ ;--l-.'~'..t -11-... --,-,- # 43.6__,
\'?'i' ':~"!I __ _-=~;1. ---!-l:-,--, -,---,- :~:
" ',., _ ::>/4; _,.3~.... -1.1-_ _______ # 40 ,0 "I a
=~-.~t" ,,~EJ.~,~.,:l~~l :l ._-_--_---.,._"_"-_ # 2:: t.:,-";~:
- ....'- (t _..,,:,.,.0, ..---1.,.,3, , ~-:-5 Liquid 1.lmlt ......"..
-T'ot~l-"'U' ...- ---, ~5i ,----,,,,,-. Plnstlclly Inuex 'eo'" ---,-,--
I Sund Equtvnlcnt ,..".. ---
Fracture: Finc..............% ..--
'FI'ucture: Coarsc
. .f);,
It pit rl.ln~n1lil)If\; . ~:. nvnr 2%"i ...........~/t. 21.6"-1/4"; .. ...........';'''' '/,,"-0. wushcd
Bulk "pacific g..vil)' ) If), L.. ".."'.."..,...........,,, .............._....,,''',,'..''''... Degradation I,'actor.. ,.~.'l,
Wr.nr in Los AnGcles 'rest (ASTM Des. C-131.): lOCI Rev. ......,...."....,......-,..........%; 500 Rev. J~'.:? ,I'f
Sta"bilomete" Reslstancc'V.I\ei:~""""''''''''''''::fwe\.l Pr~ure"''''''''':''';h,Drall\~p. CharacterlRtics \' ' ",
MATERIAL: '.., ,G\'>-v !.'D""'?JA., ",1);...1'1>..<1 -i:d;"'" "~"''''''''''''')'d,'''''''I?'''''Od.-..t. .I,D'" Q f. ....,...
O~9:::::"':::::.':::'.:":,,'::""":'::.:''''''''~'~~~'~::::,:,,:::::::,,:~:,:::::::::~:~Ch,,", "'~\'-~" :M\~""~:,~..f.",,.~,:,:,~,~,:.::::::,,:,,::::::::::::::::::::::::::
~1:::II~:::~~n: .,~ R. V, LECLERC, 17"'E,
000'1 File,' ,,,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,., . _____. ' Mltterla/s Engineer"""
DllI,^umlo, .,,'3~.."""""''''c...~' I~ f vlJJt
Pro), r,A~r, ,~ ~b",
1>1,',"1:111, Eo"r, " ... NI"-", '
Ph)'" Te" 5';'100 ...,"""""'''~,,~, Date......~.::::..~,I.":.~~..,,,,,BY,,:~. ...". . :.."",,,,,,,~,,,.,/~,,,..:...,,..,.......,,,, ~ .
DOT ~~.~: :~:t, 111~,~rj Y - II 7 ~_' I ..7;.. J
\, i...j 1, ' "....,"", !F""-' L......""'.,"li~;l!~~,^'!'j;ld:.:::..~i;;:.;,,':,.;:,~;;:i~~.."
r-
I,
"~~.~: .. ':""::./.' "'".,.~ A:~'.':.,'"('.. -~. '-."
4I~:~~ECTOR'S RECORD OF' FIELD TEST
\~::~(::~t1';:ii.::::::::::::::,';~me....l~~.."_..,,....,_.....
",...fY}Ii,;tJ,RtrI..i,"'....,...........,......Aggregate for....,...G.~III!RA"BActhll,G.Lf)&l1JtlS
IYJ CiCf1:5SoA.}
Pit No..","'.... "..
Cont, No..Ck.o5.'i':}.,
........"1........
10''';
o State Provided Source; [ZI Contractors Sourc,r;; 0 Informatic,n"l Samr>!e.. Only; 0 Material
placed in stockpile; Q(j Sampled at point of acceptance; 0 Field test of Control SamplF, No"",
o Progress Sample Nil..,,,,,..,,..,.....:,!,,..,,,; 'rotal wt, of Simple Taken ,,?D..,:t/':,..,.., (before split/1
"tF
being
SJZES
RETAINED PASSING
SPECtF!CA TIONS
'FRACTURE
Fine (lrading (V4" Minus)
~"~:::!=~:::::::::::L~~., :~::::::~::~::: ~::::::::::::::::::~: .....~..__.......:::::::::~::::::=::::::::::::
1 ]h._....m~':';.... ".Af!..;......_..... %...........-.....?Q ~..:;;.;..;.................._.m............;:......
1 ].4.....-.............. II ..........._..... %.....~.__.~_ % "c<J.-', :;;
I %:s.;3s;::~ :: :::1'5-== ~::::~:~:::: ~ :=;I.~~i1:::::::::::::::::::::::::
">g..................... "......:............%..-......._.....'7'0 ............................,
l/' );'7''1''2'''''''<:7 ::~ ''''..'''......: %...,~'1:" %
l'i . '78""';?}W""- ".1,7"..."/0.......,"-.... %
'II..,,,,....,......,,,, ," ....",...""... %..",..,,,,..,,,.. "/0
wt.~ Pap, ?l.Q,?,i; \l:" ,..q'l.,..#4,,,,,..L,,,,.. %
Total......",,"'.. "..""",.".",..10,.."..,..,.."...';'/0 '"'..........''''....'..'............'W........'''
20...."....",,,,,, "/0 '''....,....''''..,+.........'''''..".''''....,
30"..,....."...." "/0 ,'..,,,,,,, "",......"""..".."..".."'"..'...
~, 40...."..,........,%
Ir,~. , 50............."'.. % ........"...."......"'........"..,..,..,........,
:;0 '-11.( 60....",,,.."',... % ...",..""''''''..'''......'''....,,............,
1 100................., 70 .."'..,...,,,........................,.,,"'..'....'
~.h 30'j1. 200,"',.,,';/....,% ......"~,!,O...mmL.."'.,,.......,
11'),; Mor.cptfr~ Jantent" ".........."'...,,,..,,,,,,,..."".,,,,,,,,,..
iii:;:q{j:':::::::::::'::::':':::::.':::
P.....
O,?:q::::::::::::~::::::::::::::::::::::::
""....."""..,510
""%
%
..................70
.,%
...5~
.............?'"
!:i:............%
~f
7c('
%
'%
U.S. NO.
nETAINED
P.'\.sSING
"
4",,,,,,,,,.,,,,,,,,,,,,Grns,
6,.",....."'""".""
8""""."",.
VL.,,,,,,..,,
16t",,,"
20..""
30",,,,
40",.".."""
50"""..",
80"...."
100",.,..
200"""""..,
:: Pan.................... ,; "?:"
Total......."......... " SPECI"'.
Organic p,p,m.. , "",.",,,,,,...,,,, ..",."""",,,,.,,,,Mux.
Sand Eqtii'valent ..,,,,,...,,,.,,,,,,, """......".",,,...Min.
Fracture F'ine .."".."....,,"% .."""."",,"% Min,
Other, , . . , , " "'''.'.'''''''''''.. ,.,,,,,,,,,,,.,,,,,,,
Sei\'ing..:::!:C] Wet; IX! Dry
<f"
,,,70 ",,,..,,,,,...,,..,,,,/0
"% ","'.",.."..,"%
"''', '10 ".,,,,,,,,,..,....., %
".., '10 ",,,,,,,,,,,..,,"', %
""",,'% ,,,,,,,,,,..,,,,,,..70
",,,.,,,,..% .....:.'.,;,,,,,,,... %
"",,,,,,,,,,,...,,,70 .."..,,,,,....,,,..."/0
............;........% ..............;......~{,
.............'........ % ..................... ~f.
",...""..."'..... "/<> """..""",..'" %
'.',,/0 """,,,,,,,,,,,,,"%
""""".. 70 """" "......"" "/0
'"
COAnSE AOOnEGATlI'.S
Wood Waste""...""",,,...,,,.. %
Fracture .. ""'t;.-..".,,,. %
SPF..crr.
"'''.....'''''..,.....% Max.
""""..""..",,,,,"/0 Mln,
COMPUTATIONS
i'KI Conditionally Accepted,
El Substnndal'd Material.
o ReJ~et6d; De.crlb.. corrective action tl.l!(cn and disposition "r nnn-"peciflc"tion material.
o Written notification of rejection forwarded to Prime Contractor, (Cal1m'~' copy)
REMARKS
.eI1'I
~
Jefferson County
Deportment o:r
Public Works
rc,:''''i
-G fflt.
Inspector .,.,7f"~,."..~~,.,:::"",.".,,,,,,,,..
Contractor: by. .""""."""''''''''.'''''.''''''.''''''.'''''''.''''''''''.''''''''''''.''''.''''
"',"",:
INSPECTOR'S RECORD OF FIELD TEST
/%:~:\:!::.
10
~~~ ) ~~
€bate · 1- c :3 - 'i3'2> Time, 9-6".>./Z ('0 198<f. Si'F<:.,:;Cont. No, GZO~
~A-L--- Aggregate ftir (,,;J4</PT !?>A.-y4Ll t='a,,, bi?fl1US
0' State Provided Source; [2{ Contractor's Source; 0 Informational Sample Only; 0 Material being
placed in st""kpile; '\(J Sampled a. point of accepta\1ce; 0 Field test of C~tro! Sample No, -;
o Progress Sample No, ; Totel wt. of Sample Taken SO > (before split),
SIZb8
RETAIN~D PAASING
2'h----I;bs,
2_
1'h_
114_
1'~
'A~
8ffl~
~1~
I %5.1Ir~,:o .
1.14----:- ~
l,.<j7,(ooPan~..,-'f"
Tutat_ ..
-------: %
--%
_%
;~%
-.LQD. %
..JUi..... %
_%
--:..- %
....2.:2.....%
---..:.- %
-_%
--%
_%:
-0_%
~%
W
__IU
-%
...::z::L %
%-%
C{q #4 ~_%
_..10 _%
20 __%
30_%
40_%
50_%
80 __%
100 -=-:T %
ZJ.'1 30OS,~ Qq,lo 200 ~%
1f)'1..roi.rt8~b~ontent.,;, ~
,I"~
COARSE AGGREGATES
Wood Waste., ___%
Fracture'..... "'~%
SPECIP'JCJLTIONS
Fit ACTI1"~
U,S, NO.
4 _Gms.
6_
8_
LO_
16~
20_
30_
40_
50_
80__
JOO_
200__
Pan_
Totl\l_
"",' 8PECIt..
Organic p.p.m. __ _ Max.
Sund Equiva.lent _ _ Min.
Fr!lcture Fine.... ._% _% Min.
Oth.r,......,.., _
Sleving-O Wet; I:8..Dry
Fine Grading (1;\. :Minus)
Rt:'t'..t::"!::~
_%
.-_%
~._%
_%
_%
_%
~%
_%
_%
_%
~%
:i.L--- %
;'l}
f '-",.r-B,g
le,o.# 7
RHMARKS ~
; Conditionally Accepted. <;.....!!.~"'''''t.T 7T> c.1f1'HJt.A> (!7/Z~Z
Substandard Material.
Rejected: Describe corrective action taken and disposition of non pecificatlon material.
Written notification of rejection forwarded to Prime Contractor. '(Pink copy)
Whll_ Cl~p)''';''Uo not Detach
O.nary .ClOPy-ProJett Enllneer
'r~PI"k"OPY~Prlm. cintrllcl<lr
.... . OoldQnrod Clopy-Contr.ctor Fatllm.n
DOT pORM 422.020 Ub~,0/821 QX 10.00
%
~
-"
_%
_%
-----LaO- _%
~() -Inv __%.
_%'
_%
10-<10 _%
-'---"'- _%
I';>-y' _%
....:.....--:.--%
z. MaY..-..
BPKCIP,
_% Max.
_%Min,
COMPUTATIONS
PASSING
_%
_%
.;......-_%
~%
--%
~%
~%
_:..--%
_-:......%
_%
_%
--%
Jnspector~O Qr-
Contractor: by
07
..ra;g., ,
JEFmlSON QOuotIY ~WOR1lS
p.o. BGllIm
PORT TOWNSEND. WA. 98368
l~~'A!~~
.~
~~
~
~
o
~""".Am"'fT'lm'\l"1'-I.,.....A
In Ailif__
--' --'-111
~.
t7;i1I
~1I9
DEPARTMENT Of PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 98368
(206) 385,3505
Gary A. Ro~..'O, Df;~ctor
Robert G. Nesbitt, - P.E. - County Engineer
~ORAJIDUM
DATE: October 21, 1987
TO: Leland Croak Bridge Replacement, CR0587, File
FROM: Bruce Laurie, Construction Engineer ~
SUD3ECT: Fi~ld assurance testing for Concrete
Assurance;;.testing for slump, air entrainment, and yield (cement
factor) was not done because W.S.D.O.T. did not have any
;l';1ailable personnel to pel-form the work. Additionally, no
equipment used for these tests were available so that Jefferson
County could perform the tests with pers'one who do not normally
do the testing. 0,
100% Recycled Peper
1-
--
-
II
'T
-
1', .__--
""-:,,..-.,
, .~/~,
r"~ ~.~.~
., '-.. i:' .';1
I r?'
fl,'v"trI, 'fJ-.~ R
~ il:a i1
: 'JRTHWbi tfUl 1 ERRITOf1IES, INC.
\,
-ryp'E
z..
rt'G!!Il!PfS a I ,mrJ SW\l'r(':.~ D r;,,,,,(,,,
CcnsftuC(lon Coor;}IfI"llOfI . !.I.lIcria/s ;/!stlllq
,
..
Holded
f'lC(JOEt of Concrete Test SIJccilll"ns
10/2'" )3-, Job No.
I t-e R(:(,;~(: ~ ..reel in Lab
Llent=.:...~-;:-rGtl?.sDN CCJl.JN'TY O.i'5P7; a~ FUeL-Ie t;.JoR~S .-rrru." /S'RVce L...itJR,-c
..t,~:, ,PoCJ. B<<')< IZZO / .t:::&;;z.7- T2",f),....sGNP" t.Ji-4, ?&'3''''2i
'lect
~G'G.4"'JZ> C/Z.GEI':: O,rz"PGld
"nntractl
Subcontractor
;.cretc ':'\lPpl1.-'r.
Ccl:':;~ By CL/cNT
Slump
Concrete Sp0Clfications
'ramper ,:!.turc
Ul1.i..t h'u.lqht
Air Content
~:.nnn
^c:tuul
fuired ..:omprcsAive Strength:
psi @_Days
.dtlitiolkJ Requir~ments:
-@)",-
, ,,,,;Ii~ii
"
Comr)OJII,)IILs
t\rnent ':"', te
<i
No. of S(\ckl1/C.'l.
:" ^" lnt/Ordnd/Typ"
\x ,\n,olmt/Brand/'I'ype-
''''rse 1\,. _..
Fi.ne /,qg.
~11I1&A_
NI.r;cn11ilflC'ou!';
illl~r_
.1"K!./:.ocatiofl
.'1 c. ',",
__.:.E - 1)
:1 C 1/,
----2! ',I
^i r. '1'l1ln11.
of COI\crota Plnccmant
('1/'.. 11,:,1' 1131\
1/
u :3 TI-
It:; c..
(I ;;: '7)
I'
I,
t~~~:"
~ ::rc..~9
:1'1..- 10
T. ,.qt [J
[Joys
/\1'(;)11
Ulli.L---
!,odd 1'.:(
SP("!/'l:'",en
'l'YI ",
6 "pi ''-.1 c."
(;,;<", !::."
1."1 ~ I:'''
H":!l~~tcr
tilllllIJC'l"
D.lt"
'l'cstlJU
'1\'01:01 I
1.,111\11
~.';.I""" IOlJooO
II ZIJ: /.:~ 7. t' . "
7
;:'.':":.2'7
3780
.,1'111"
7' ':,7',"7
Z~
'.J.), ..,
Jc..-II
1:'1<'-' !;;"
I'.. f.
:1t" !",va "lrollr'! ~Hlrl"T rnnT ^Ijron rc; \',^ nA11'1? I?Ml ~',' n~1l1 1 nrYl M,~ l;".t'i
,
"
El'
1'\1
..'!t11'lf' ,..,",m.,"'I>.',"I'-'.' "~""l7>'IJ;>iJ~"'~"""J~,~.n~ ~
~
-I
.J
~
~;~ NORHlWESIERN TERIlITOflIES, INC.
\'-J-ir~") J c r
'\.. . ~:'..:::,t {1I(;'''11)IY5 G [,/,:1 ,lm\/l,lr.~ 0 1.1.1.':',
. _ ~. ,'" Construction CoardmilflOn II Mareflals le~lm.:
NTH
Z
-rYF'e __
c",...~"". I1cport of Concrete Tcst Spccil11ens
N"J u " /4 1<31 Job No.
.e Recf'!ived in Lab II 1(0/ ,~~
I:,"nt';:;. ~rG.e.sCJ;v' cOcJi\./rY DSP7; (J~ PbSL./C 4/oR,c::S tl4-rr^'" $Rt./CE L-40RI"I,?
J?(!), ;3t:J/< 1220 ( PbJZ.r 7C>c.J)/'i.sE/-a>" t.,j),.;, '15'3... i!i
t:.GG~,..,jp Cz.cS~ p,zI'P4IG
IntraGt~r Subcontractor
'H\cn~tp. :'Juonlier Ca..,t: By CLJc~ r
Slump
Concrete Spocifications
Tempera ture f,ir Con ten t
Unit Wcic;ht
DCSi"'~
^"tual---1-
luiredCompr~s~ive strength:
psi @--,-- Days
..j 1. tional Requirements;
~,~
~
CO\\\r}{~
',.,tl)nt 'type
}\/llc:....It./IJrand/1'ypc
!mix Anll",nt/Branc.1/'ryp~
No, of Sacks/c.y.
5e ^'Iq.
Fino ^9g.
tHncnlltlTl.Q..O.llf'.J--
",' thoI'
'lIhdrks/r,,~ciltiol1 of COI\cr.ct:e Placament
,TC- 1'7
.Yt...- I:;'
$/_- 1"1
l'd,r '1'omp,_ _
/')'A'''''o<::.l';;/;> 4-A ~,cO S.5-:
4-/3 C-I:'o :SB7
" 4-c.. I"./~ G:t;7
~~[lC..Ci.ml~n Sr~(;imnn
, "No. '1)'1'0
.J" L - rz. ..f.1.." 12: ~
~ ;:r"'-/;3 (,,"If"'z"
I::$j7 rt...-:.l.L /," t;f to I L.r
'I'.,td 1 l\nm Uni.t
I,Ut1\1 L(.).Hl I"~; [
98, ~OO Zo3,c.1 3,122-
1~1 ~ '.5 eN,' 29..7.1 DZC.O
Te!1 t @
Dwys
P',,~I"Lor
ltumiJtl)"
/I
7
z.e.
/-fol.O
Ii.
-1'i
'1~ r"r:Trh~IITI/ ~'nrrT rnrrr ^11r.fI ni \'" .,n1li;1 "rr,l .1r,~ IWII 111M r.r..1 ~r,A'i
-'H~ __ 45(-)015
i T,. Mi,tE;IA~ilABORATORY
\ ' ..".j'" -
J ~erial: ~~
\ ~nd: -:r:.~& 10 No,:
\ Control Sample No Field Test No.: ~
Certificate No.: .: T~uck/Car No.:
Quant. Represented: ~Q Produced to Date:
Aggregate~: Washed ...__ Scalp~d
Stockpile No.: Pit No.:_
Used at: Sta to Sta --
Sampled~ " M~'"'ZA..-c2
\ Sampled at: L~ .J?tTl1 -n 1J{._ ~ AN I
Date: Sampled r.n-q- ~7 Tested -
Mix Desipn Desired:
Field: Acoaptance .. Rejection Other
I
\
\ speC'S.
. Grams/Lbs,'Removed by District Lab:
,\'\ RemarkS: ~sa:z~ ~ 'Pt-liZ.
o OT ~~~~.~~o.:,:o
\~
WASHINGTON STATE DEPARTMENT of TRANSPORTATION
Oist. Lat,). NO::
c.ZOS"67 Hdqtrs, LaD, No,: .c.S-~
Contract No,:.-S"'I JOz.<::; SR No,:
Section: -z,U;; k~~ -.z;j2JTY.E: V~-ffl'.~'T'
FA No,: E-i7nc:, 7:0 /I~ ,..<: \
C.S. No.: ___
County:~
Contractor: ~ c..-ki*1-S~o.::u /&C ..
Subcontractor: _ -
Place:
OrCJ&nization Code:
Forwarded by: _=- -c('"
spsNo.: - ) -
Ba"do,p~T.,tNO': --
n Pl~n _ % Extract %
Date:
Field
Din,l.ab.
Screen
Field . ,.P.u
olst.Ub. "",PaIS
Ow.t Dory 0 wet 0 DrY
--.
/.'"
WhIte Copy whll Sample l
Vellow Copy lor pro'l. Flies
ra oD-], G 1987
/.,' .,.
,-7\'" V'F'HYS1CAL'TESTS
Project Engineer: ~r ~ an"=- h...J "'r'1'Y\.
Phone: (SCANl ~ {P - 70(,;, t..f
Lz.ehl 3eS--S.sos
OF TYF'E II F'OF:Tl.-AND CEM:::NT
TE5Tcn ~'~ ~,~,
O"TG: .J.:LQll. !l7
E'P.r.,ND :r DE-II L -
M1L.L.. Tt::ST lo~7
OE- 8e'lS- (8B]~)
OONT"AOT NO. S 'IO~/~R.~e7
TeST PESCP.1PTION
~E5T :T~ST ~Z$U~T51
ME"'T'l-IOn:
5PECIF'lCAT:ONS
\p-p':"SS
~ l=l'-~l"'I1l..
t P
p
L-
I?-
p
j
,
I ." ~_mij"
1 ",/,,'"
'\' ';,,'015~'nE<UT10N of "'EPORT "AE.OR 000G:5
\ ~~~T'" i"'l5/Sl-0'3'-1?'
..,~ 1"1..,.... v1 T).l!>'?>-O:>'-I;l..
i GG:N'.. FI..e:, "'i
1 nI5T. "DMIN-=-'~ ,r.~I'5D~ ~...""--
\ ......03. ..N"'''. ,&.ii-~"L"i) I
PHY5. TCZT:tNG . .' t
AIP CON~. o~ OF-M. MO~TAP
~LANE6PRCJ~ICSLI~FAO~
AWTOC::L':';"~ EX"'AN~.]ON.
INT.. TI~E o~ s~~ GI~LMOPE
FINAL T1MS OF eET. ~tL~MQFE
INIT. TIME F sET VIc~T
~IN~L TIME OF $~T. VIOAT
co~P. $T~IINGTH :s DA"'~
COM". STRENGT~.. 7 'CA",-
REMARt'.S:
::','0 7.1."10 1"=% r.,.... VOl... M';':~ ~
306 BY 1 280 TO 4(1(1 p.tAr:. / I~G
3(1C? "1"'.03 ")0 l = .() . 8./. MA'j~.
;:,(1;:, \ 0 6e> ~~ MINt,M'..IM
3(>::', 'J."LcL 6e>(> ~1N. MM'!'~ I MUI\II
31)4 45 MIN. M'INlI'o'tUM
3(14 (00 -"",eo MIN. M~'~ ~ ,,"lW~
...",;;;:.J
3(17 -;;21.>10 =- 15(1(1 "SI to1IN'IMUM
:;'1':17 5 0 ::5CIC) P$: ~'IN'IM\..IM
1'.-
MAieR',t F'tl..
JOHN R. 'STRADA P E
MATERIALS ENGINE'ER
BY: -h..t:l~
PATC' ~~;).7-8'f5"'/!.,y;) /~. --
,
\ SATISF~CTO~
,
...~_..."_,,,c,,,,,,,.,. ...",..,;".,,,".,".',i.;,.,,t""4'"~\-
'!1
..........~~.I,\.-~
~ ~H;f:
I!ii ~;) 11015
< Jo, MAfE;IALS"tABORATORY
\ -=~"JlIl!r"\.~
i~aterial:._ ~
l~.@rand' ..t-l?~t..- ID No.:
Control Sample No.: Field Test No.:
\ Certificate No.: Truck/Car No.:
Quant: Represented:...:1Q.38...C2 Produced to Oat"':
Aggrcg!ltes: Washed Scalped
I Stockpile No.: Pit No.:
Used at: 'Sta _ to Sta
I Sampled~~M~
Sampled at: r~ ?c:T"l, 1"1/>l ~L-
Date, Sampled ~~ Tested
Mix Design Desired:
Field: Acceptanc::e
WASHINGTON STATE DEPAATMJ;NT Of TRANSPORTATION
Dist~ Lab. No::
c.E.oS"&7 Hdqtrs, uD, No.: r J:. ?'895
Contract No,: <='."q,Oz..'" SRNo,:__
Section: ?.c..G t-_e -;ZZjDt.€ i2;::;f:yAr-~
F,A, No,: RVD<::., 7'0 II~ (<;)
C,S, No,:
County: ~Sc:;t>.l
Contractor: t-"Jc.-~SO;J..I /ICLC
Subcontractor: -
Place:
Organization Code:
ForN~r,jed by:
SPS No,:
Rejection
Other
Date: _.
% Ex".ct
Screen
Field '%Pau
Dlsl. Ub. %P.I.
Spec',.
Grams/Lbs:AeiYIoved by District Lab:
Remarks: _oM. c..G
Asphalt in Mix: Da5ign
SfS ,iso.".neou.
Fracture Fine:
Free1ute Coursoa:
Sand Equivalent:
Sieving
Field Test Results. Report 311 screen$ used:
~
Diu. Lob.
Field
OW~t 0 Cry 0 wet 0 DrY
DDT
PORM 3DO'OIU
REVISED "'0
Project Eng;neer: z...=,lE2..i ;(/12<;' i3//"F"' 1-;; "l"'Jov\
Phone: ISCAN) -::>l (p - JOfe.t.j
CZO.b; 3eS--$GOS
;;.A
WhUe Copy wltn SllInlple t
'""~ '.~~i/;:; 19B7
~ ~
\ F'HYi,>I CAL TESTS Or- TYF'E I I F'OF:TLAND CEMENT
TESTED"'" $, '1,
DA"'i"E 1 -, D~t Po?
".,..,.,NO :r DE.A L
MIL.L. TEST ~(.7
TeST DE5C~IPTION
TEST ITE5T RE$U~TS:
ME:T"'OO!
3lC>
306
309
~~R OONT. OF CEM_ MO~T~~
~LANE S~ECIF7C SUPFAOE
AUTO:L RVE E)(PAN$ l' ON
tNt~. TIME OF SE~. GILLMO~E
F:r:I\IAt.. TIMIZ OF' 5,g..'!..:...-~:r:LLMOP.rz
~N'IT. TIME O~ S~T. VIC~T
".:rNAl. Tt...:,~ OF' 5F.:'T_ V'IC:;f.,1T
OOMP. $~~ENGTH. 3 ~AV
COM? B.n~e:N[il'r;~. 7r.;:,y
REI"'ARI<S:
7. & '?o
33'-1
-r.~3 ~.,
170
as.Q
j4~)O
';;1(,,10
~5~O
3 ():!,
,;;03
31)4
3(14
3(17
3("
6;
-. ,.,,_~,..'.:.:,h,,--.-
CE- A!?95 - (se."'I;,)
CONTRACT N:". .s.., 10:l.;/l.R.OSB7
SPECIFIOAT%ONS
1Ft-PASS
:1i2'-F~11-
p
p
p
p
p
p
p
p
p
12:~ r.v V:JL... M~:::.
28(1 TO 40CI ~a/.C~
~O. 8% M':\~f..
6(1 MIN. ~tN~MUM
belel MIN. MA~:MUM
45 MtN. MINIMUM'l
':.75 M1N.
l"''''''~ ': toofU'''''
150(1 PSI MINIMUM
~50C).~~: MtN%MUM
nXGTRX~UTION OF REPORT
I MMTERl~L..
I
I SATISFACTORY
,
,
e
I L.M~OP. CCt)!i:$
I T"'IS'GH)"3'-1'A
F%L.1i. .--: n&",~eJ.'1;l.,
F%L.E ~
MD'~IN. ..;JP.~~,,,,--
EN~R. A/~~ 1
T~GTING I
p~,.r:::
MAT"L
GEN"\..
D1ST.
PRO.:::J'.
PH'($.
,.;."~.."vn"",,,,,,;.,-"'_.".'.",'n"'"
JOHN R. 'STRADA P E
MATERIALS ENGINEER
BY: Ju~ ...d~
f'~;J.7-8 [S' ~'v: ~~ -
_...._ ""^JJrit,~n~'".,jN.llr.r,
%
~
lIE
45f;01 Ii
'!O.:!Z)"'G'rON STAT!:'DfPARTMEfl7 Qr TR."NSPORT@N
, Dist, '_Ib, No,: F3117::l.
c..~7 Hdqtfl, LlIb. No..;Z1:- ;: ;' /;p
Contract No,; ":>A Ie '2.."'> SR No,' -
~~~,i~~,~~~/~~~.,..e; ~./
C,S, No,;
County: ~~
Contractor: --.l!!::L~
Subcontractor:
Place:
Organization Code:
Forwarded by:
SPS No.:
Date:
Ta, MATERIALS LABORATORY
Materi.l; ~~=-:..-~_l9x
~"d~ lD No.:
~trol Sample N~~'~'" Field Test No.:_-.:.......-.
Certificate No.: Truck/Car No.:
QU<ln\. Represented: Produced to Date: __..._
Agg"egstes: Washed __ SCalped
Stockpile No,; Pit No,: <-r- I '-I '-t
Used at: StCi to Sta
Sarnpred~: -r" Jr;'7~&7J I"S
Sampled at; ~-L::2L><
Dete; Sampled ~-~,;o:;;~sted
Mix Design Desired:
Field: Acceptance
~I
Rejection
'10ther ~
Based on Field Test No.:
Screen
F'1*1.:l %P,u.s
Din. L..:Ib. ,,"P.U
Spec'..
Asphalt in Mix: Design _llG Plan
.. ~~ SIS Mj~cellaneous
,,,,,vre F'o" '1
% Extract __ %
Field Diu. L.ab.
/,'V
{ <yr r~
/"
':<-
Fracture Coone:
Sand EQuivalent:
SievIng
o W"t 0 Or)l 0 w.t 0 Dry
Grams/Lbs. Removed by District Lab:
Remark" ..:t!1:5~~
DOT ~'i~~:~c.~i:o
White Cl'1PY with 5;':":''1::16 8117.::2.
VellOw COP, lor P,o), Fll.' 0 C T 2 1 1987
Project Engineer; f2ee~ /(/(;;1; BI N ~J!:!:\
Phone: (SCAN; -S.7r;,-7exo<j
C20h) 5'g>-~
~
TEST OF FINE AGGREGATE FOR CONCRETE
Lab. No.
Field No..,..............,........."..
LllIboratory No,.....................
4....
6....
B....
16..,.
30....
50....
100...:
200....
Organic Ml!ltter. pll!lte #....... '
Bulk specific gravity..............
Mortar Strength., % Ottawa...
~eT1al: '
/'
/
........:
01987 95
"'t'LS rue x;,.n, rUex
~. Tll$tiI1Q OC
Cl1ttl',-tm ~t, /odIdn3
P'ro)eet [/lQ, .~..Jl:f1-..l'r~1,/ C'-<~~,~~
\ Out. "'t'U (no,
DOT 350-061 02l1l5
Labor Codes
-r03o-1
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-rype
3
NORTHWESTEI\N TERBlTOfllES, INC.
Bellort or Concrete Test Specimens
~It.e t-1ul ..~...l
<f /'Z.'}/t.\7
Job No.
\;.;Received it: Lab
'ient ..),,-""FG,(?SC^/ CCIJNTY DG,PT; C,c" Pb13"-IC <V'oR,t::S_
.ldrcss _FlC). S"'>C '?ZO / Pb/Z.r" 'TC;0,NSeNP" 0.--;, '! l?-;"':li
Ject I!.G<!.4~Z:> C.etU5.t:: U,en;'r",.s- C I!:o SB7
A-rrw" BRt.lCE L.<<4cJR'E
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S~ccnt;:.:lC't.v.l:
')ncret.p. ,,'JPplier
c.~~G^"' ,"'"
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,
Concrete Sprci.f.ic<J.tions
'l'cmpcrat:urc
Unit tVUL.;!lt
lir~d Compr(~.'; 'l.tve Strength:
^ir Content =t
__psi @_Days
-I
~ _t\ldl
(,l:.t lei. .J. 'Requ ir.emcnts ~
, ...A:!S\-
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ComnOll!.'_; I to
"'nt 'l.'ype
lmix J\m..mt/Orclnd/'l'ypa
..nix An1o".,mt/Brdnd/Typf'
lese ^~Ir;.
No, or S~oks/c_Y,
F'i.ne I\qg(;
--1.1i'lCt'J.1 I IllcnllR
1(1I:.hot'_.._
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LLt.A0-4---~~E.k-tb'-~ ') /e.~ /~_
~:I: "701-1't'- Lt'^OLC"J'ui:(~ 'T,-t",-..AJ ("'D~~T
1}~...sI":'U1 '"DviL,. To tJ,..Ji;!\J';:,..,J "SrULPUe....
C~P.. .:rc.. 4 I E....,.,t..') A"> ra€PLACiMfU,.,lT1
narks/Location
.::r C -I
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.::re-?
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of COl\crete Pl~1ccment
M.M.-_
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If
LABeLEl:>
IA
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sp('\(., !non
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(.01',(\ ,1'5t
.::rc.. - / ~ "Ii', 2 /I 7
~:rc.- 2 r/p'l f2.,r 14
bJc..-3 lall~-J.~ 28
~C-' 4 ")/ 12" i'1d1r::r
lo/'-IB"1 .!2J.,/5DO ~ 34-0C2.-
loln~I~7 1-'),-:'00 zg'4.1 .175 -*=,
/cl'Z.I\81 !..1'5-J.!'oo 'U'"z.1 o/!:-o
loll?I!)" l2B 50D 2/3,21 4S10
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NTI
Report of Concrete Test Specimens
NORTHWESTEnN TEHlllTDi ilES, INC,
("1;'11('('-", II (,111(1 ,<::!J,~(',,1I,~ II r';'
COI:HruC{IO" Coordm,J:/On 11 1.I':Her/al.'. ':"J.1
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"l1'2.?/IJ.7
,Job No.
;~e Received in :Lab
:lient ..)"~,,,"G',es<,^/ CCJ"N' 7'7' D.gPT; 0"," Fb.&<-IC .;,}c/.?I='S 04rr~" O/<,UCE "-"'<1121':
,Jdres5 ?C', Be?)': ('ZZJ:J / Pb.e., ICJeJj/<(SENP" t}J,." '18'3'<&;5
,'Jec:t I!..Gt.A,vz:;. C.e6EK g,elPG>;!r c: ~ :'>57
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SubCollt.ract~or ____._._..._____
r.:,'l'~t': By CL. ~G,^".--
:mcretr> :~u\."pl.i(!r
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Concrete Sp('ci f .iciltions
_'I~SirJfl
L
Sll:..lOp
~t: Content
iJnit t'll.l.l.,.:ht:.
'i'cmpari.\Lut"c
L-l'':..tU,'ll
Jirl.:'d Comprll:;'h;.ive Str'engt:h:
psi @_Onys
t(~iL,lol..j, Requir.ements:
"W"'~...oIlV
. "'<""'".
C011l1l01ll]jlts
"..,nt '1'\1'e
Imix Am, J,mt/f3rnnd/'l'ypo
'.,.1)( Amr':Jnt/Brulld/Typt~
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NO. of Sucks/c.y,
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1rR:-./;.ocation of Concreto Plc1ccment_..
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COTTON REDI.MIX INC.
P.o. BOX +f7 . HADLOCr.. Wo\SHINQTON J:I33I- 3a5-0582
.d?uuly.C<<1x Cono"","- CW<uG.d cSanJ and g.....t
r:;
.. ...~'.
DEUVER TO:
GAL-l YD.
sf ~2>
/4j) - f}, cP GO
I & I'u,'-" a
(-'(5-<wd- I.f' ~ 1
o14-J pi 35?
/ ( C'"a;. ;/7/3 /J ;::: .//1 (;
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LEAVE YO,
ADDRESS:
FINISH POUR
ARRIve YD.
REC'D lilY:
WHEN TRUCKS LEAVE PUBLIC ROAD, CUSTOMEf\S ARE LIABLE FOA U.",.v.Oti OR DELAY. ALL
DELIVERIES WILL BE MAOe TO THE BEST OF SELLERS ABILITY AND OISPATCtl. HOWEVER, NO
CLAIMS WILL BE ALLOWED BECAUSE OF CELAYS I~l DELIVERY.
You hlve_mlnutestreo tlm. tor unloading.
~
~
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q"J~.';M""'~WM~^.lJIWN.i(~~'~1I..dY
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CEMENT FACTOR ~~ELD TEST
~ontract r~o.(>J>{)5 87
Delivery Ticket ND.J~~S~
Dat.. -'0/29 / K7
Ch".~
Inap.ctor 'J]2::l
w - \lalum~ of Concr.t~ !... Cu.Ft.. p:~r Batch
Buckatt I< Glas!II Full -'\5 5.L Ib...
Gla.. ~ ," lbs.
Buci(l~t Ie Tara I ,f.t;'::.,
Net W..,(ght :sg ,'8(,. IDS.
W E N.t W..i9ht
'2,9~,~t.... lba./ BUCk.t \lDlu....~_ )47,'-lc~
ca.~~~ ~._. ~.~ a.~.
WATER: c: z.. CO Gal.. added at Piant
_]..,~1 Oa.!s add.d at :rob-Sit.
Total: "2:'+.101 Oala of Water I Cu.Yd.
Total O.ls. wat.r p.r C.Y. X 6.34 .
'ZoS .,s'
Lb.. of wat.r per Cu.Yd.
~l. ~~Ii2 fUlI.CtW:!
Cement
~~
/8 t."l
13..58
2oS,1S
IWe'
Lba./C.Y.
(Wa'
w.t Cou,...
loJet Fin.
(WfI
"'ater
IW..,
TOTAL
_:!,~
2.1 ,"I~IS: : - .S'
D'Y....._ ..""
.W'
~,~~ur~._ , _._.h 'n G.~.
Talorance
~~
Dr
\ ,0\'6\
--
ID.."...... ..~
27
27
CHJ"''''ci+tcatto.,. - . ",. - It(,~O~tt.),
C"mer,t r-actor: ~tL. &;..l-f},T'j //)//V, f.?8=t'OI1?6P ::::' 1016J.I-
s ~~. ~.~ a.v.
N - Numb.,. af pounds of c.m~"t in batch
* * It For ldlB.BLU<I.E1l. Jl/lI1d::I HlU.ll1::lnl and Remarka See R.v.ra. Sid... * * *
1ll'.-
.~.~.
~
.~
;'~
lJ'.
~.......'
~
CEM~NT FACTOR ~%ELD TEST
Fant.r,...::t. No. C)Z:oS87
Delivery Ticket. Na~/~~O
Cia... .fllE:.-
W -VDluM~ afCancr_t. In Cu.Ft. per Batch
~uck..t. ~ Gla... Full
55..<;" (
lbs.
Bucket. . Gla.. Tare ~~ Ibs.
....t W.ignt
9(g.Bc.
lb..
3":'8(" Ib..1 Bucket Volum.. {).2'f>O _ /4-7.44
1...__. ...... a.l!"".
Net Weight
WATER: Z.Z Gal. added at. Pl..nt
1.7 n..l. &dded at. 3..b-Slt.e
Tat.al: JD- Gal. of Wat.er I Cu.Vd.
Tat.al GRl.. wat.er per C.V. X 6.34 .
1'J7,f.:,st
"
~.. t!lUll.l:lI.ll I!B:Ua:jg~
C.m.nt. ~_~~ Lb../e.Y.
W.t. Cour.... / g !:q
W.t Fl'... J~S.g
Wat.er Iq7,~~~
TOTAL 1r,o~
In....,..... "":.-
.W'
eWe'
eWcl
eWfl
CWwl
~_.~__ ... c_"_...... , _.'.h
l.cl(",
Tolerance
2.7. 4~"!>
27
~=--
or
(Sp.c:i+'catianm . + ar - .00::5%),
D.v.... ")0'
27
Cement. Fect.ar: -ZZM-
6.
.i if.,. 58
&-... ,..... a..,.
N . Number of pound.. of cement. In batch
Dat.. 10 -9-87
Ynsp.ctor ~L ,
..
LbB. of wat.er per Cu.Yd.
Z. 7. 4-.~!3
.. .8. ;
'I" 0....
.* * * For l<.O!3.B&.kI.lin Il/Ukl:! !!!JUj21:l:UO and R.m..rk. SOle R.ver.e 61do. .lI- * *
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COTTON CONCRETE CO.
P.O.BOXMl . 64.40lDHAD:tOCKRO. . HADLOCK,WASHINGTON ~S339 . 38;-0582'
R-4-Mh. (!~ 'k/~ $....,j <Hut q"",-,
'\ =--= p-. /," / ~
OElIVE~TO /4 h--/l,:; ,C/-.tf/\....- f'/c:>t:-'" s~
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7- 7'
S<3j; 1",;/5 f!/lf C 4 Y I1/! V
",,;-::: 660
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'0 BY ... >--<.7:4./,,/ A ^- ;......~::;/.'I .A.-^__..... r .....
WhtN fRUCKS ~fAVI!' PUBLIC ROAD, ClJ:'~~MI!RS ARt LIABlE FOil OAMAGf 011 DELAY' ALL DfL!VUtn WIll If! MADE fa THI!'
aUT OF SHUltS A81lirt AkO OISPATCM.-"HOWEVU. NO CLAIMS WIll If ALLOWED IECAUS~ OF DELAYS IN DEllVU't.
You nO""_""i"III.' '''9(1 time for unloading,
() / 9 11'1) 17
{ (
~8illl
2.:2.--
GAL. 1'1'0
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START POUIl I
Il WAfER ADD --+_.. i
FINISH POUR
AlfhvEJOI
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TRUCK NO_
I
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.. .. ..'COTTON CONCRETE cci . " I )(//C;.!i,,&" ",.
.." P.O. 80X III. HADlOCK, WASHINGTON 98"9' 3.S..0S82 , " . r"'. . "
R~a.4:A1h. (!~. 'k/a-i./uJ $~ -J q,,--,~: 17430 ..
DEUV"'TO:';://'/;':E.':';. J:~;{'1 /Y./ _ ~_7:' "". rvr.. " ':Z'e. .;,,,~
ADD.rss.({'M.I-":7; lJ<( ;;')1... /I r.", / /.k;;f'..,d:;'t5...,. "A~EYl>. . ./ ('!C.I")
U. (I.. ,. !':-,f..... ..... . v,.,., >i<' A."VEJO.......- 11\<:..0.; .. ;5
> /? ~. /!.t:(1)4,' . ''<-'' " :tr--::x: . : : . ~~~pou,' ...I--1J '/ '() ;
8 I;" . WAre. ADD " '~ e2?} I'
;:; i;/~.... ," ~0 (('if /. (;Z? FINiSH .ou, - ,I' t-;-.h::-:-.,./)
~ I ~",..<jJ /,.,.-'15'1, ." A"'V"':'. .': .,,'o,. '. '.
~~: (:0?.".n.~".t ~~ ~ {; '" .. I ... .:.'
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'. ""',U' - t< "" '.. ., ""7'
. .. -~___.. /1 (:..t-... '. ',.', ..... '.; .:: .:~.. ....
"C'o 8V__1JC.. l'[, l\/:;P::,;::u:~,=::y.;--......,.; ,__ --.. I,: '''5' ..:'
. :':~IND:'~il\\.~f'::~S)(..'.\~:o;,~,~~lJ~~~~~.t'I~,"~~',:~rM~A~~~"~"'~18'Jici"M~~rl'~1 ~ml: ~"~~I.e,~~~ D.,J,ir ',;;, .:,' ". .',
":'::'{:;'., v~'::~:~~,"I""'."~.':':;,:,~, ",~I~d1".'<;f~;:: T2~j;;t>~;}:Jift!:,:,; " .'
:~.teCII"''"IT_'''_~Jl".... ~
10 /
II
9' 119.E?,
17~59
'2-'1..
OAt. I YD.
jL;...J'j;L~_ "AYI VD.
/11, K ARRIVE JOB
::~
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WATER ALJo
ito";O
f'!{1L9
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DRIVfR
'''UCI( NO.
,
T 7'
3~r I
'. ,
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,
; :.
CorrRction Factor
CORRECTED ~ ~
C;ment FactDr . Design Cem.nt
~tP? troLb". ~ ~~ 0 Lb... . : CJ.984- : . CF
cc_~~__.&_" ~_a~_~'
CF " PN,,,.nt. era.. ~.;t. CJ. ?t!3?" /82.,. Lb".
CF lC Pre".',t. Fine !<It. 0, 784- " /;If)8 i..b...
/&00
/3Jt;
REMARKS 4 <:; (0; ~"" r.l!::
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C~ON CONCRETE CO. '
P.C. BOX 447. ... 644 OLD H~CK RD. .. HADLOCK. WASHINGTON 98339 . -305.0582
R=c4-Mh (J~ 'kJad.d.s~ a-d q'UWel.
'.'t)\lLV\.J\'IAKY'\5S ;v, :! 51
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WHFN T!lUCkS UAva 'UC~IC: 1I0AO. CUSlOMUS AU ~IAIILe 'OR D MA06-0 r.ElAY, AU DflIVEIl'~5 WILL BE MAUl TO Tlil!
lUST 0' SmElt! Mill'''' .ANO DIS'ATCH. HOWEVER, NO CLAIMS WIU IE ALLOWED IIECAUSE 0' DELAYS t~l DElIVOY.
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No. 4560J':~
~MATERIALS .LABORATORY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Dist, Lab, No"
C &">(; '~~7 Hdqt'". Lab. No.:
Material: F//o./,C r}G0' Ctj<'Y,'S Ax Contract!:l,o,6.~,::=:: _ __ SRN~:;_ . _.,,7'
Brand: 10 No.: Section: r-. it' ~ / H'L...t=' ...}p./!)..,r .~t':,' R.Jf( .c~-"'./r^l;
Control Sample No.: Field Test No.: F.A. No.: i; PI' f,'''~ 7: (":>1/... / r; .~
Certificate No.:, Truck/Car No.: C.S. No.:
Quant. Represented: Produced to Date: County: "cF~F~JV
Aggregates: Washed Scalped Corl\r~~t')r: I/Jc, J.F/)o<:'::.,C::;C.t. .'
Stockpile No.: ... Pit No.: ....; i-r""_ f q ~'f Subcontractor:
Used at; 5ta to Sta F'lace: Date:
Sampled;:r-6;.ta~f: c~..!::26..~",-ZL u Organization Code:
Sampled at: C' c!lIQ:.Y ;PC)':>I --L':2.tL,_ I~/-f;o./ T Forwarded by:
Date: Sampled -.t;o~'~(VA!/g;v.sted SPS No,;
Mix Design Desired; _
Field: Accepta;1ce Rejection Other
Field Test Results ~ Report all screens used:
Asphalt in Mix: Design _ % Plan '~%
S/S Miscellaneous fi81d
Fracture Fine:
Fracture Course:
Sarod e-q~'lvalent:
~iftvjng
Grams/lbs. Removed by District Lab: .
Remarks: FIsc:;(-'7'.I-IJ..it.... E. -<"..Lt4"J{)L~ (-".-
White COpy with Sample
Yellow Co~Y for Pro). Fllas .
Project Engineer: -i2C':l'3t:12l'~ ;(/G.-.t:; F, I it h )' -0,,:
Phone: (SCAN) --5:1&:> - 7eic)-!
~..,.. -
C, 2..c.;.-k:7) :sg'S;.... ?;S-c; -:-.;-
l>. ,
ijo. _ ,\ (m~W17
'l~fJ)r,.i;~TE'~IALS~ABORATORY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DI.t, Lob, No;,
Materia;{j:lifl';('-t.l';1?-_:~:C ;)(X:;, /U Contract No,: :If(l~!~7 Hdqtrs.L~~. ~~:: ____
Brand: ' ID No,: Section: 1':'IU: 1-1-],', ,'" (,., /1:<.....; TC_CT"L,)Ct:.'YJE:IJ!
Controi Sempll' No.: FlelrlTestNo.:__ F,A, Nil,: C'ec.'-:c. :<'t.~1>, ';'-;<:::"1;", '-5) ,
Certificate No,!' Truck/Car No.; C,S. No,: ..
Quant. Represemed'::: ..... .... Produced to Date: County: , ~t:T:'~(-" f '1r.'::,C)V ('C:.L;r,)"rr.~
Ag'gragntes':,_:,:~ft,$"hed __- Scalped . ==.::' Contractor:;.... J( 1:~t-}~.I~JC).)
Stockpllo No.:._,---..,;._____ Pit No.: ""J=T"-rq., Subcontroctor:
~Usedat: Sta.::.:-J . to Sta Placo:
SompledlT,,,,.te,f b\(: I, r//t;7~ ..;a,c' OrR,nl,otion Codo:
Sampledat::..:.J;.......:'.v')..). .... ;e.6"'DI" /"") J'I Forw.arded by:
Date: Sempled'.'/?;/(,','l Tlfstorl SPSNo,;
Mix, p'~.lgn De"lrecI:
Fleld:'Acceptance ,~__ Rejection
";...-.......,...,.......'.'..,..... . ;'-':":"'.':::"''-.'\':>>':>' ';'
'\flold To't no,uli. .n.port aliscraa". U.ed:
:~~:;~ "Pa.. . ";'1~k:
l'J1.t;ub~- "","." ...,.1:0...',
Il)ofc'.....' I,.:' <' ,:'< 't:.LJ. .'
; Gr~./Lbi..R.mov.;di,v DI~trlct ~ob:
R~,ni.r~.':' ' , 'tiC).., ,oe.J,'(i/'-lC.,I,:::" ~1"'j-CC(~.
.~
~\
'.
Dote:
Other
t.:Ji'.---
Be'cd on Field Test No.: ___
Asphe!t In Mix: De.lgn _ % Pion _ %
. S/S Mllcollanuoul Flald
Frnc:turo FIne:
Fracturo COUfGU:
Bond el111[vnl";II:
~-- ow;;-o Cry
" ..' ",' ',' 1
D~t7:r.o"M:, 110.0". \:
:,t~' ~~:~~~~~.",Il'o; "
, '\:<'"'\':''''' ,-. /
Prolact Englnee;; f?c;'I'"JL-::Jz,r ;./E'.>Ihn" 1.:'-)
Whllll Copy with S.mple
Yellow Copy tor Prol. 1"'11."
Phone: (SCAN)
--
i "~.'~'."
. '.'.~~ ~. ,~. .<1.,., _', t ..~.> . ,;",,'.. _' 1'~ \', - "\ ;~., ... '
--
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...... ..,;
== WihlII@,yb, Stall
...,..' 0epm_1l of hrllllMtation
NIET WlitlCAHT
TYPE 0'- CEMENT"
218864
CERTIFICATION OF CEMENT SHIPMENT
'-70 S~O
4 -lq- Sd-. -'5"3>
HOPPER NO. .
d-.~
SILO
'r-Jt
MILt., TEST Np.
106/
10- f -~
D/LNO.
TIME
Ll9l-J~ - ()
J ~50pr11.
DATE
',..
We certlfv that this material meets the phYsical and chemical r~uirement3 of the Governing Specifications 01' the Washington State Department
of Transportation.
CI!:MEN"t'SUPPLII:R
CONCRETE PRODUCER
O::t;~ ~J-/:?,fx..
~k:-./ U5A _
Whlta. Conc,e'e ProdlJclI
Canary ~ WSOOT f'lrojllc:t En
Pink. Materials Lab
GOldenrod. Comont SUppllor
P.O~*t.
..~,
DATE I
16 .. I - ~ r
DOT, ~~~7.:.:-:;'Sll
..
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N,o. it51l 4\ij(W:U:
~MATERIALS LABORATORY
,Materiel: Cf::('/t?/7
<:lB~Qd:...t 1.:'t.;,h'S:::....._ 10 No,: _
Control ,Sample No.: FluId Test No.: 0
Certificate No:: ' '" TrucklCar No,: ---
aUont.Represent~a: . 7(..) :.:;,t.:.~U Produced to Oato: --L--
Aggregates: Washed .______ Scalped ..
Stockpile No,: ",' Pit No.:
lised at: St. __ to Sta
Semp/edlTested 'by: T I "I/;;;? c: "-I.., '--'
Sampledet: cO'rrc_':.>-/ ,1"/;1)/ "/'I;;{ /"Lr}N /
, Date: Sempled 10 - ')- &; '7 _Tastod ,-- . !II
Mix Oe.10n OOllr..d: '...
Flold: AcceptancB"~.~"~'._ RolfJctlon "~'''''~~'''---'' Othol'
f-
WASHfNGTON STATE DEPARTMENT OF TRANSPOFl,ATION
..
c'r:;c.>:-jl3. 7' D/sf. Lab. No,'; ,~
Hdqtrs. Lab. No.:
Contract No,: 'c,t'110;,,5 SRNo,' ...'
Section: KllE 1"/''/1,(1'; liO'liX../E i?t:I:I:r)r:I"I"-;-t:.~I7-.
F.A. No.: '"::>,'(..>") ''::0 I{,-, ('_; \ '~
C,S, No.:G
County:~~,).!::'~'T.l~e~-)i:::S (~-;11 ,_
Contractor: /"'/ '/rr;s (_!,l./ /.-<.t c., .
Subc:ontnlctor: '''--
..
Pluco:_..
OrganllDt!on C'ode:
Forw,ardcd by:
SPS No.: _,
..
MllcottOllltOUI Fhtld Olat,L./ilJ,
Frocturn FIno:
~~~. --- r---"
Sand E:qulvlllont:
SIAvlnn w.t DOry Ow..Oo
~~,II~~c8g~)~n~ ~tC)"f.p~"u
Project enginaer: r c;"~t:.l~'r' A/h ", f.:(Ti"
Phono: ISCAN)" 37 (p - ')0(,.;, '/
(21...)01 ~~l:'S'''''$5 c.),"~-'
1,'1 'iJYI
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NET WeIGHT
..
;0 s<:20
L-I-/'1- Sd-... - 3,")
Ha~p.H NO;
d-~
I-J[ #
MIL,L, TlI.!,T Na.
IOb~
· 10 - j..:::D.
We certify that this matorlul maets the physlcol Md "hamlcol roqufremenu of the Govnrnlng SPtlcUlcotlt)nJ 0' tho Wastilngton Stoto Oopllrtment
0' Transportotlon.
C!I:"'.NT SU"PL.llEn
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QOlctanrOd . Com"nl SUppllIlr
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TVPE at' CIl'MIENT
DATlt
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218864
CERTIFICATION OF CEMENT SHIPMENT
..
.I"NO'~ 4..$'5 Lf.e- 0
TIM.
.. .'
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<11
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CONCRKTK pnODUCftR
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INCLUOE
MAIL
STOPS
Dept, 01 Transportation
Robert A, Ginler, P,E.
P,O. Box 250
port Angeles, WI\ 983F,2
~@ @ rn~(}jJ o@ liM~JjJJJ~ 1
"T<>Pro,"', Ide Faster ServIce",
a' Lower Cas'" ,,' .'
(S1~jJ . .J€FFe~SON (JOtJNIY
J::,EP'I aF ""FVBl.lc. Woe'l:::.S
I P.D ,""2. OX /z.Z.b
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o'f.~~4~2J /f.7T4C/!.E:/J 77ItE //!/Fa y" U
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ENGiINii-'t'!.;~E..i QI"VICE:
;SIGNATlJI::F
t
l'IIONl! NO:-'"''
SENT') WHIl[ A'40 YF.LlOW r.OPIES TO RECIPI(NT
RECIPIENT:
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~-'"
"">''',.''
._d" .
Dat.e .&:.1.3 80
Inspector ~rI Lr;~/d
G,Co~
Cant~act. NO.~____
Dell~ery Ticket NO.~~
^ ./
Class ~
W = Volum!!' of Concrete- In Cu.Ft. per Batc:h
Butket & Glass Full j.f!.2. 02- Ibs.
Bucket & Gla!55 Tare .2Z lf5 _ Ibs.
Net Weight. -Jr!, '1 S" Ibs.
W =
Net Weight ?tf,q -:: 10...1 Bucket. VOll1me_~=::~_ = ~q9. &..9.:"
t-I::J.. p.'- 0..,....
WATER: _2L---- Gals added at Plant
.-iLL.,- Gals added at .lob-Site
Tot.al: 26.. 32 Gals of Water eu.Yd.
--' '-'-":'
a.,'
"$
/
Total GalS. w~ter pe~ C.Y. X 8.34 a ~7 ~~ Lb... of water per Cu.Yd.
8!<!Y8b \4f.lllliI.3 lUlEtlf::ll
cement
_~a___ Lb~./C.Y.
__L$..!:~--
_..L3-26___
-LZ~~--
_.!IjJ Z-~ _
--------
1 2 c:# t.' liS"
l~' 11:::___1'
~.,~~_ e~ dan_..._. , .._." in c.~.
(Wal
Wet. Ccl1r~e
(Wcl
W,.' Fine
(Wt l
(Wwl
Wat.er
TOTAL
a..........Wd "'>0'
'W'
'" 7/)
_2t.J;:: a ~2-~
27
Tcleranc",l .
_c:."
_...-J;;i:__
or
D..v..d__ I::J~
27
~ ,.,1 :J~PQClfi.eation~ . t or - .OO~%).
~.!I--.
,_____...'J_
-..u.. ,p."
Cement F~cto,.: _iZ~
S
~
N . Number of pound~ of cement. In batch
* * * For ~BE~~n EaI'~ ~LQtlIfi and Remark~ See ReverBe Side. * * *
e
€I
~
CORRECTEq .!lATCH HS,li;!:!Ig
Ccrr@ctlcn Factor
Design Cement
Cement Fact.or
~!2.6<( Lbs. ~ &,10__ Lbs. =
J O""/(
,0 ~ 1 = CF
CF x Present. e~se Wt. ~oq~ x /~5~_ Lbs. = ~~9
CF " P~...sent. Fir... Wt. /,003" /'37(" Lbs. = /??()
Lbs.
Lbs,
REMARKS /f.(~-.C//I/--U{Ti3-
~/r~ -LpY2pC.,- A~ =LI"r?~ ('*~-:-____
CCI__..___
..>'
.
CONl'RAC1' -? 0 73>
"'1;1:3; BREAY- CONiROL TEST TEST
POlf~( ATE POUR LOCATION REMARKS
DATE CYLINDER 4ft AGE RESULT
7-2.3-9~ t. .sA'-~09 CI< PIE;,"". I PI'->"5 'f~70
/ I-Id -, .4X
:"=<- . -. "- ., .. " "- "
7-:23'8~ 2 :28d If 'js5'" ~r
n " .. " n .. 3 I yr.
7-23-8("" 6.,'1s-
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3- ,''''- .3 'l8 0 -16b?O
7-30 I I 1/ PieR LJ II 5 It.f (
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8-11 '1-8 II 'I :z..o 7-S S"360 IA-,( :a:lSliZD
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II ~ I, , , " .2. 2- J"cAI<. E /' II
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" 1 ( 7-12- 'I /I (I 2. '7' .2-8 '1'17tJ (} II
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e'!'p.f:bNC &.;l~O 'PSI
WASHiNGTON STATE DEP^RYMiCNT OF TRANSPORTAT'ON
Dist. Lab. No::
Hdqtrs. Lab. No.:
Contract No.: C;2C>:.:..;E7 SR No.; :.,,-/'/('0,/
$sction:( (. .:./J;r.J(;J CK Ht;lx:;.F f!€p(Ac.c.~r,,'€YI]
F.A. No.: 1.i~/2(__ OS .ZO I to (S.)
C.S. No,:
County: Jt.:::r.F"""'<~-"'''; ee,.
Contractor: ;:.1 '--/CA :; ;:9//
Suucontractor:
Place: Date: -~-~-
Organl7.atlon Code~
Forw~rded oy:
SPS No,:
To. MATERIALS LABORATORY
Material: - Ct:..7-"/}!::?/r CCJ..it.I?f:7"~ Ci..l'r;-:~ /''''V
B d' 10 No,: ..)(.. Ij--
. &:tS~lsamPle N~.:-.~ Field Test No.:
Certificate No.: ' Truck/Car No.:
Quant,Represented: Produced to Date:
; A!}gregat13s: Wa!i.hed Scalped.
'StockpiloNo.:_- Pit No.: .,(- 1~1'1
Used1!t:Sta~_*,._ ~. \ ~o~~~..,. ''''t,'<,.''/AJI1,;
Sampl.drr~st.iHlii'!-~ ,,\<!;;,.-t..c~ V",cxl
Sampled at: '~~$oH "s..., J 'rz:::
Date: Sampled ./0/1;1 / ~ 7 Tested ~
Mix D..lon Deslr~d;
FIAtrhJl'Ar.c:eotlnCUl.___-B.eje,c;ti.pl:t- pther
B~~~,~~\i~i~~"""I,~w,~"';lIii'~.
~~(:"a 45 Gif"" ~ ZA HINGTON STATE DEPARTMENT OF TRAN:>' RTATION ;:;/1
MATERIALS LABORATORY SP,,\ DI.t, '-ab. Nu.:
, ) 7 Hdqtrs. Lab, Ne.:
Material: C.1S:~~if:1'jr' (~"l,)(",{r~~ C~~-::. rl'/ ContrnctNo.:C-((o-:;8 _~__ SRNo.: '.f;ir../l!Cr-:f7
~ranc:l: ____,_ 10 No.:' ....:Z:.f.-=-.L!:L__ Section: I ~'~'''lAr''X') C/C, , j?,,i:"tfYr.:; l::'e;;'''')(A<:F'('",IIo':'(.~
Cont'rol Sample No.:__ Field Test No,; F.A. No.: f:Yt.:r:' -:.. -;~.(.)I(':l (r: J >
Cartl!lcate No.: Truck/Car No.: C,S, No,:
Quant. ,Represented:. Produced to DDte: County: ,-"f:.'.r'f"':.'r--""~~l.I ../ ~o.
Aggregates:' Washed Scalped Contractor: J1..,r:...J(.;., '7'~I.'f'.1
Stockpile No.: Pit No.: 'I... ft'(,f Subcontractor:
Used at: Sta to Stu Place:
Sampledrrosted by:'. .:7l:.~F1':-~(,c:(L"'"o, J c;;::---- Organization Coda: -
~", led at: :10/" $1 r-e Forwarded by: -----
~ Sa",plud 1/ I 'l/ 1",7 _. Tested SPS No.:
Mix De.lon D..lred:
. Flold:Acce'ptonce'. __~ Rejection __ Othor
.I 0 .'?..~:~-
Date:
001'
ponM :).....-0118
rfr:cVUIItO, .'.0
White Copy willi Sample
Vollow C;Opy rOf flroJ. FII1I5 .
Bnsed on Field Test No,: __
Asphalt In MIx: De.lgn _ % Plan % Extract,
~~~S/S MI.e,lIonoo,,' Flold 01"" Lob.
Frncluru Fhlll:
FrlloturfJ COurSII:
S.md Eq~
Slnvln" w.t DOry
Prolocl Enoln.er: (:t);,-~:-<;', I Cc:u, <,:
20b -38'~~ "I1f.."r.)
Pho"e,,<.:!S~N)
'By 'P !tON e .s; ~ a 5'
rs I
Gram./Lb.., Ra~,u~ud by DIll,lot Lab: ,
Remarks: '/:~)SUI<,,o<'lt.)aE . ,P-'ii.::tJ'tl'~..
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l.Olll Til.ley Rdo' So.
Olympia, WA 9850,2
Date~nhpr lqR7
To Whom It May Concern.
This is 'to certify that i,terns sold to W C Mc KAS SON
on purchase oroer. number
to and comply with
113
are made in conformance
~ ~ Imdards .
Valley Nut I Bolt certifies that the mat~rlals and labor supplied
on Invoice #B9466 for W C McKasson are of domestic ori9in made in
the United states of America.
",'I!':'rr,~,,,,, 1".,""wmmr;:O:Ol"'7\,$!'!\I_rJi,!,~~~,r\.~J ,.-
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NORTHWEST LABORATORIES
of Seattle, Incorporated
ESTA~LISHED lC96
Technical Services for: Industry, Commerce, Legal Profession & Insurance Industry
1530 FIRST AVENUE SOUTH
SEATTLE. WASHINGTON 98134
Report To: Valley Nut & Bolt Company
Report On: Steel
IDENTIFICATION:
Machined Specimen A-449/A-325
Made From 7/8" Diameter 1045 Steel Round Bar
Date: 10-20-87
Lab No: E 40784
Telephone: (206) 622,0680
Specif~ed
[f::;;) ,.,.",
!:"tS, i:':~f"'"
':!;:~ 1:7
r,..
<./:-(.
TEST_BI~lli-.ll:
lliameter
.512
,206
21,650
105,100
213,650
139,080
.37
18,5
14.0 min.
92,000 min.
Area Square Inches
Yield Strength, Lbs. Actual
Yield Strength, PSI
Ultimate Load, Lbs.
Tensile Strength, PSI
Elongation In 2 Inches
Elongation %
120,000 min.
Reduction of Area, %
43.4
35.0 min,
NORTHWEST LABORATORIES
4.?~ ~ ~.,ij'
11, V.' BOOTHBY )'
glp
/987
;.-'.
'(;,;YiJi"1'
:o^:;--</":'-'CL:-;
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I
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-~..~
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" i,.brtcotoll CertU'lc:ate or lOompUlnu
Conti'lic~~r: rn c.. k' A SS a 1\../
" .,ojeet: '-- E:. i:..Q ov I:)
am or,r..aI!I!lB No: ~
Tile reinforcing .teel ~overe4 by tbll Urtlrlcatlon war manuraelllred in (:ompU.nee
;VIlli tite atllndlllll .pec:lrICl1ltion or Wublnrton Stllte Deputment or 'l'ranspofUlUon
enl! A.S.T.)!. A-illS. Bued on roUlng mm, document.tlem, It It; cerrlrtell that
repreaentatl,e 8IImples or the material 'ave been telted and that ~ect results
conr..~m to the .ppJicable requlrementB lteted libel/e:. Coplec or Chelle iC( It'fled
cert lI'eporr. ror .tlllest. ill "~Ia ahlpmenl .te .lhlcbell.
Quanrllle5 or pcb taelt 110. anI! bare Ilu .re luted belo..' or on tbe referenced
1/1111 of laclIlla.
e
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Date
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SEATTLE STEEL, INC.
METAllunGlCAlOf:"'ARTMENT
REPORT OF TeST AND ANALYSIS
OAlE SHIPPED
8;'01-li706
9/29/87 PAGE:
SHIPPED TO
J 0 ENGLISH ~TEEL CO
'iG5 E 15TH 9T
TACOMA WA 9Bli01
I
1
co
SIZE
A9TM
A61S
86 GRADE 60
a-
RB 72,000 100,000 13,0 -3.9 3.50
s-
RB 67,000 SIi,SOD 1S.0 -5.3 a, so
3a0L180 ;~Ii
. .'. - -:-331L3~'::::>
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CHEMICAL ANALYSIS
..!U ""i C,
Mo
v
.36 1.03 ,012 ,022 .33
.::IIi .97 .008 .018 .27
T
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9
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Y It THE L ,9, A .
91
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EO,
THE
SECTI
IONS
EREO
A9 B N FO
ERTI . IEn T
MOO I lED
TO T RE
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D 9UI A8L
9T RE9 LTS.
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(fIrtHy thol the aboYlI ""l.1lt, ore D t,Ull and correel copy 0' record, preparl'd
nd maintaIned by SeaHlo 5leel, Inc. In compliance with the requlrenlen" of the
peclllc 'peclllcotlon clled above,
C.T, BURTCH
CHI!~ METAllURGIST
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. d. D. ENGLISH STEEL COMPANY
_ E, '511\ sr, TACOMA. WASHINGTON \1840' @l
".:.~,':' \
CUSTOMER A/c .e'AJ'. ('0/./ ' C!Oli.J'7: -- DATE ~~n M.t..s.J~
STRUCTUREC:.=e::...dVL) C.<'!2=c~ BP/OG - PLACING PLAN -
LOCATION -, SHIP VIA.-:.:.c. p. t...k'
l"ART OF,~TRUCTURF ;t?/ E i!? ,#/ - OATE WANTED1C' - '2... I~
MARKING CHART G l>RADE-~Or@.-
START Al.WAVS WITH BLACK MARK &[ NO, FOR APPROVAL
DATE SHIPPED
~ 6, 1.. T. GREEN 01/
7, ORANGE A
'3. .o,.c; GREEN 8. 1..IGHT SLUE @
4. 'VEL.t..OW .. BROWN
"- OK. B1..UE ',. O. PINK
MK Pes SIZE LENGTH TYPE A 8 C D E F G H HI< REMARKS
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_ ... 15th ST. TACOMA, WASHINGTON _M 00 '~
I o/~7 ~
CUSTOMER ./'W'C! ~4.s_("OA/ C:YJ..u..r7: DATE M,O. 9.J'J')
STRUCTURE 'c't!:;-,,&f~.o ~.l!2€e:~ -82/.06 PLACING PLAN -
LOCATION SHIP ViA...//.//t:.t.. t24t.L -
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START ALWAVS WITH BLACK MARK 6[
t DATE SHIPPEO____
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'MATERIALS ENGINEER i'
2.- 2.~-AC',) 'BY ~rB S~.exP-WJ?M'2-'i
Date
DOT P'O",M .10.014
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OEPARTMI!NT OF TRANSPORTATION
MU'.,le'e I...l.orulory
P.O. ~Olll 1B1
Olympia, WA O(US04
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TRANSMITTAL
'<It 120203',
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DATE ORa. NO. COtHRACTIJOB NO .M-NO,
Z - g -. '0 g c Yo ":"'7':7 .-=:::,'frJQ ZC;
PRELIMINARY a"MPLE NO. 01' R:-:--7'?;V:;'<'!"l:.-:m INTENDE~ ~SF. ...
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liST QUANTITY leu vos I ::1~TtiI5 SIIMPL!! 115 CONSIDEAI:D mUL Y
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SUITABLE PLANT StTENEARflV? ~n~AMfi'j]'si"'H'OM tlAMe OEPCOll GRADING 8ATISPACTORV Fon"iN'TE'NDiouSB?
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_,~ "II .:til~m:'~: .JJ~7 08504
1201031
PRELIMINARY SAMPLE
TRANSMI1'T AL
COtITAACTIJOe NO,
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INTENDEO USE
Pl"" NO.
_~HQ, LAB NO.
DATE, I OAO. NO.
:O-Cln-k7
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DEPO(.lf TYPE
N.. A,
I-EST.Ollf'TH
e. OR W,W.M. Access lIP BTA. NO.
II(NOWN DEPTH
NW NW NE.NW NW NE HE.NE
It., ~" sec, T.
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FT. OF
EST. ARE" . I e6T. QUANTITY (CU. YOS I TI-ltS SAMPLe: IS CONSIOEREO TRULY
X ::-M~- REPAE6liNTATIVE OF Z. 0 ~~?~~ et~l.l&- SW.NW
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~ /,_,~ '_", _ DYES'" DNO I DLAAOE _ DSMALL NWSW
SUITABLE PLANT SITE NSARBY? I ARE OTHEH Mr.1PI.efl PROM SAME DEPOulT ClAAOINO SATj9PACTORV FCA INTf:NOEO USIl?
DYES 0 NO 'NDU~~s'N 8HIPMC;r~o Cl YES 0 NO (WH"?) SW.SW
LOr.MTION 0' 'SUPPLEMENTAL MAT~AIAL flOR SHORTAGE OrttER ....NOWN OEPOflITS~REf'EnF.Nc!--1-
"VAtLAnLC" ....
IJ YES CI NO
~J II' WOAKEn rAr:VIOU9LV, WHEN AND llV WttOM?
SE-NW SWNE SE.~(
N(,SW
NW-tE
N(,S!
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S(,S(
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1.11
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Does flKCTCH A"ACHeD 4HOW Al!LATIONSHIP REMAf< S: , /
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,
::
[iiI FROM
GRiFFITH
RUBBER MILLS
$3.80
2625 N.W, INDUSTRIAL
PORTLAND, OR 97210
CUT RATE AUTO SUPPLY
128 SO. 1ST
SHELTON, WASHING~rON 98581,
PUR. ORD. BILL
(20 BRIDGE PADS 1/2" X 5" X 12")
*CERTIFICATIONS ARE INCLUDED WITH THE PADS*.
VIA 'lFS ~ 10-111-8'7 1 CTN: 33#
'*OUR Msn-49'/36'~
e
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Department of Transportaffon
HIGHWAY DIVISION
'1"1 Repty RfJllrto
FileNo:
January 22, 1988
. ~!""";~\'7r;;:!""'t,
If.;'ll E=, 'i.. . :~ ~ \j k~~ ,.",.jI
\{.~ t~ ....:_~!J __.:3
Thomas Moullo JMl 25 1gen
Jefferson County Department of Public Works
~:~~:!!~~::~ WA 98368 J~~~~nig~~I~\~;:~i
Re: Request for CopIes of Lab Reports
I' have enclosed the lab reports you requested. We normally do
not send these type of reports (fOl' stock) to anyone. These
reports show stock quantities that have been tested by repre-
sentative samples. The charges are as shown on Lab No. 87-14809.
If you have further questions, you may contact Herm MItzel,
Administrative Services Manager for Materials and Research
Section at 378-2621.
l..7ti?)
Sincerely,
~,-o-,,-a..)
Diana Nerby
Adminstrative Assistant
<if,
.,
..
<!l\
l.lI
L
~
~
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Courthouse
PORT TOWNSEND, WA 98368
f'}'/17J: 70 /v'7
(206) 385.3505
DATE I.:-:15,,-~~
SUBJECT T~:Sr" JZ.efPC'!ZT.s,
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ge:pU7C-.e7-:-2I:::.7-/T,
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/li
>II
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SIONEO
Reordllrllflm' F:\IIO Ij;) WhIOI.,arouplnll. lOO:Z
Fair! AI I-I To PH Ortlvn'll 2/Vlow P.nvnlopo , EWOPW
:"~'.:-~:-~~ ---..;:,~ '''"i''''::;:.-\ <,";",.,' . ~l'~':j",'~,-":.'~ 1'-
I
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t1 = l'1 r'D n
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~ f'D 0 0
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CD
...'"
....0
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ggg ~
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~ ~~~ ~
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000
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... ....
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...
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00
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'"
o
....
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~
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c:
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...
....
n
~
o
m:a-
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~~l <-
7-::u :J:>
rn '/' ,jZ
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;:::1 -; Ii:..
Ul"'''
() ~~
~o 40
::u~
~:l :---
~~d . g! r~
g~~iS ~ i~~
2l..f.l j' 0 O"l ~
i:l:!liif1,l " ~ ~
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,--"""'*-...~
LABORATORY RECORD
>OQHN"~OK>< ,r LABORATORY '~O. I
..,71 ;8J:1480S I
PROJECT DATA SHEl::T NO. i
LEALAND CREEK BRIDGE NONE
HIGHWAY COUNTY eXWlr~MjSe..
RICE LAKE ROAD JEFFERSON
CONTRACTOR F.A. PROJECT NO. BID ITEM NO.
W C MCKASSON 2106(5)
PROJECT MANAGER AGY. ORG. UNIT - DATe RECEIVED 11T~q~~\1D~
11-3-87
SUSMITrEO BY AGY..OAG. UNIT TEST NO. VA" LAB CHARGE
RAY DAVIS %'-t-X Iv
SOURce OF MATERIAL aUANTlTY REPRESENTED $164.00
MORSE BROS PRESTRESS I
S"MPLEDAT tAMPL:D BY TO se useD DATE SAMPLEO
-
~,'
~
THIS IS A TRANSFER OF CHARGES FOR TESTING MATERIAL USED IN THE CONSTRUCTION OF PRECAST
UNITS FOR TillS PROJECT. THE BASIS OF ACCEPTANCE IS BY CERTIFICATION, INSPECTION AND
MATERIALS SECTION TEST RESULTS.
STRAND
CEMENT
SAND & GRAVEL
~ ADDITIVES
56.00
....1!>.00
55.00
17.00
.$164,00
TOTAL TRANS ....QE:~RGES
--...----
~-:-
Dl!lTnmUTlON
rllflh
PraJllcrMnnoQllr
CO,.rfIlClo,
nOa1ol'lEnginlltlF
Rnol"" AuurnnCfI I3pIIC!1l1111
RIIOlon O~oIOIlIII
MI'llIl'lnl"POtllnnd
Mnllltllll'.EuUlmo
St. of WA
NO-rE: Mntorlnl roprosentod by this samplo does, doos nol comply with
IIpoclllclIllonll...
..... ,-1'.,
(',..;J;.// '
. ~.,. ..........~ .L.... '"
~
-.,,,,,,,,.,m """"',~,....,,,,,.,.,..,,,,,....,..... ,-
-
",,-
-n""""'T
L.A9()otIA"IQAYHO.
PRESTRESS STRAND
PROJECT
OATASHEETl'K>.
A - 40337
EXP. ACCr. SU8 JOe
'7517
MORSE BROS. PRESTRESS Stock
tMHWAY COUNTY
CONTRACT""
F.A. PAOJ{ct NO.
PAOJEcr MANAoeR
AOY.-oRO. UHIT
SVOMITTF.D BV
AQY...(lAQ.U,.,1T
8213
RAY DAVIS
SOUACE OF MATEAlA&.
SUMIDEN WIRE PROD.
OUAHTrN REPA!~NTED
SA.~OAT
MORSE BROS. rlSSBG.
.........."..
:1. CROCKETT
ToeeUSED
ASTM A416 Supplement I. low-relexation strand.
IDENTIFICATION
Heat or lot no. 65311
Coil or reel no. M133115
Grad.B 270
. Lln. feet 12 100
SPECIF'ICATIoNS
Wire
ctr.
no 2
no 3
no 1+
no 5
no 6
no 7
t'.EASUREMENTS
dlam. In. ares
O. 0.0
o. 0.0
o. 0.0
o. 0.0
O. 0.0
o. 0.0
o. 0.0
In2 nom. OJ.53
1n OK
1n OK
Nom. etrand dlam. inch 1 2
M1n. breakln stren th 1bf 41 300
Nominel eteel sraB 1n2 0.153
Inl tiel load lbf 4130
Hin lop.,d I!l 1% ext. 1bf 37 170
stlon
O.
f'IRST SPECIMI:N
:J 1 acJtJ
~5~O
't.t)
o.
o.
O.
SECOND SPECIHEN
S1"EEL.. IS COMftSTfC.
CGRT. T~GT REPon~
ON ,.U;:"II M rL.t> S[;;C T
~
~:l!J;I
OlSTR,nUTIOH
~ 'Nt
'"'nfeCiM~
eoot,KtOl'
n~" I!'nQInMf
n~ "u~~ SfAld...1
"-olM~'1
M.r"IlII,. PorIl.M
X ,,1,!.,I"I'[lIQefW
NOTE: MeteMl "pNeentltd bV ltd. alImM~~~) compty with
lp9Cltk:ltJonI. ' . . '--
~/~~'
"
[nglnIMoI'~"""'II"
---",-
.~
~"""""'T
LJ-\Dvn""vnl n"",""vnu
~lOR"'HO.
PRESTRESS STRAND
871.2,~f. 3
~OJECT
OATA$HEETNO..
A - 40337
p';,.~
~
MORSE BROS. PRESTRESS Stock
I<tOI<WAY
COtJNTY
El'.P_AOCT. suo JOe
7517
COftTRACTOA
F.A. PAOJECT NO.
PROJECT MANAGeR
AQy.....()A(I, UHIT
tuOMmEt' BY
AOY.-oRO. UNIT
8213
956X
RAY DAVIS
SOUOCE Of' MATEAtAL
SUMIDEN WIRE PROD.
OUANTrTY REPRESEHTED
12,000
TO ",,"""0 ID p;oeatrsass units
rl Dost tension n
SAMPU:DAT SoUU'UD8Y
MORSE BROS. HSSBG. I J. CROCKETT
ASTM A416 Supplement I. low-relaxation
IDENTIFICATION
65311
M133'f2.
270
12 100
SPECIf'ICATIONS
Heet or lot no.
Coil or reel no.
Grsde
Lin. feet
etrand.,
MEASUREMENTS
Wire diem. in.
ctr. o.
nD 2 O.
no 3 O.
no 4 o.
no 5 o.
no 6 O.
no 7 o.
steAl eres in2 noOl.
strand diem.. in
h..l1c81 itch in
8ree
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0J.53
OK
OK
Nom. etrend diem. inch 1 2
Min. breekino stren tfl Ibf 1!,1 300
Nominel eteel eree in2 0,,,153
I,n1tlal loed lbf 4130
Min loed @ 1 ext. Ibf 37 170
ej elon'otion in 24"
O.
O.
O.
SECOND SPECIMEN
SiTe!!!.. IS OOM.8,"0.
CI!RT. T1!ST nEPORT
UN f-IL..I:; M rL..B ~f;;CT
'"
OlSTRIDUTK)H
)( ,....
ProfotdM-oet
c"..._
R-oIOn EnQlnMI
~""UI'~~1
"-oIOn~t
MII""I..Poru.nct
.,1l" M.I.,lel.. Euq<<M
--
NOTE: M.terta'_Hf!Iod bv thl, ..mpl<t(_~ comply MU,
lpeclttc:.Uon.. -
~ (l ff?~.~~
(/
rf\OlnMtt/ll......,."l.
~,.". -, , .."'-"~ ,,~. ._.- . -.
eteel eree in2 nom.
~Dd diem.. in
helical itch in
MO S Dr ELASTICITY
elan et1an in 24" E x 106
/3/5 '2,Q.5b
ISlf :2 '..5
o 1~5 5 2;J.3'
FIRST SPECIHE'N
~~ SO
.LjZ. "?5cJ
'1.5
~.."""""'r
~Dvn~.un' n~vvn~
PRESTRESS STRAND
PROJECT
MORSE BROS. PRESTRESS Stock
0>-
.~
HlOHWAY
CONTRACTOR
PROJECT M.....AOEA
RAY DAVIS
SOUflCE 0fI MA TEAIAl.
SUMIDEN WIRE PROD.
M~~~;A~RGS. HSSBG. ITIROCKETT ,
AS1M A416 Supplement I. low-relexetian etrend.,
IDENTIFICATION
65311
M13313
270
12 100
SPECIFICATIONS
Heet or lot no.
Coil or reel no.
Grade
Lin. feet
Nom. strend diem. inch
Min. breakinQ etrenath. Ibf
Nominel eteel eree in2
Initiel loed lbf
Min. load @ 1% ext.. Ibf
1 2
41 300
0.153
4130
37 170
coo"'"
F.A. f"f\OJECT NO.
AGY.-oAO. UNI'T
AOY.-oAl3. UNIT
8213
OUAHTn'Y :U;PAESENTEU
12,000
FeEUSED ~
I n
Wire
ctr.
no 2
no 3
no 4
no 5
no Ii
no 7
871.2,::-:(:, 1
OATASf',(E'T NO.
A - 40337
EXP. N.';C'i. sue ~
7517
MEASUREMENTS
diem. in.
O.
O.
O.
O.
O.
O.
O.
eraB
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0J.53
OK
OK
ei elon ..tion in 21," E )(
O.
o.
O.
SECOND SPECIMF.N
HO-P;: Meteria' tepNl<ented by tN. .ampW(~.1 compty whh
.~Uir"'Uon.. ' -'-.::.:.:;..'
Sil!l!'L.. 18 DOMaaTlC.
CEnT. ~ST R~~RT
ON FIL.U M' l.tJ SE"CT
DlSTRlIIUTION
X,...
_M_
COl'l'fnt;kW
"~CtlQlnMt
"-?on "._Me>> ~I
A-olM o.oInQlI'
J.l.'~~I..PortLI.nd
XMIII.,,,,,,, Euo-
'-7P/ ~~,
r.~flfM.'..."'I.
........."'""'"T
LJ-\Dvn"" . un I n&.;;."'vnu
PRESTRESS STRAND
~OJECT
00HTRAcT""
PnOJECT ilo4ANAG(A
&UBMmED BY
RAY DAVIS
!iOUACE OF ........ n::nw..
SUMIDEN WIRE PROD.
SMtPLED AT
MORSE SRGS. HSSBG.
~~-
SAUPlEQ BY
J. CROCKETT
ASTM A416 Supplemont I. low-relaxetion
IDENTIFICATION
65311
M133""
Heet or lot no.
Coil or roel no.
ul-ode
Lin. feet
270
12 100
SPECIFICATIONS
Nom. f.ltrand diem. inch 1 2
Min. breekin 9tre th lbf 41 300
lI::lminal eteel ~1i'Me in2 0.153
Ini tikll lood, Ibf.. 4130
Min loed iii 1 oxt Ibf 37.170
Ibf
Ibf
Df8TAIQO'MlH
X 'hI
-"-
Cc:wlt'lW:tIl:f
~[~
A.oion ..........-- r;p.dallllt
--,
M".,W1lt . Potu.nd
x....,.,.... .,:UQeIM
~')""'\' ~~--;R.:J.-~,'-~ ; ".: ~._ ", . -,,0,..; ,-",,-. ../. ~ ~. r\
'V9OAATOR'rHO. '--'
~ 8):12~6Z
OAr" SHEET 1<tO.
A - 40337
EXP. NXT. StI9 JOB
7517
FA PROJECT NO.
AOY.-<'ftO. t>>nT
"" TE CU<::EMQ
9-14-87
AOY.<lAO. UNIT
8213
TEST NO. .
956X
OUANTITY AEPPeSE:NTm
12,000
'0......0 ra prostrelS3S units
os aionl"
strand.
MEASUREMENTS
Wire diem. in.
ctr. o.
no 2 o.
no J u.
no 4 O.
no 5 O.
no 6 O.
no 7 o.
etoel eraa in2 flom.
etrand diam. in
itch in
area
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0J.53
01\
01'1
elon etion In 24" E x 106
O.
o
O.
SECOND SPECIMEN
IL-___.
STl!'ttL 19 OOMI!l!STlC.
caRT. TeeT RE~ORT
ON f-IL,L\ MTL.B SEe I
HOTE: M.t.""I.-p<w~ted by IN. ...,.J.;::)
1p.cltte_Uon.. ' ........-..-
e4mI>I1 wtth
~
(7P;/~
rroQlnM#OfMfl....'.
=;::,tf
LABORATORY RECORD
PRESTRESS STRAND
PROJECT
e HIGHW.:ORSE BROS. PRESTRESS, HARRISBURG
CONTnAt..'TOA
PROJEcr MANAGER
SUBMITTED BY
Ray Dal/is
sounCE OF MATERIAL
Sumiden Wire Produots Corp.
SAMPlED...T SAMPLED BY
;.jOl"se Bros.
Crookett
ASTM A4l6
Supplement I. low-relaxation strand.
IDENT IFICATION
~ 6531),
M133~'7
270
12 100
SPECIFICATIONS
Heat or lot no.
Coil or real no.
Grade
Lin. feet
Nom. atrand diam. inoh
Min. braekinc stranQth lbf
Nominal ateal area in2
~nitial load lbf
Min. load @ 1% ext.. lbf
1 2
41 300
0.153
4130
37 170
UoaoA^,OR,"O, ,811.0803
STOCK
OATASHEnNC).
A-40335
COUN1"Y
eXP.ACCi.SU9JOO
7517
F.JI\. PROJECT NO.
BIO iTl:Y NO.
"GY._ORG. UNIT
AGy._(mG. UNIT
8213
(,lUANlrrY RE!='AEse,.,.TEO
tone
TO BE USED
MEASUREMENTS
Wire diem. In. !'Irea in
ctr. O. 0.0
no 2 O. 0.0
no 3 o. n.o
no 4 O. 0.0
no 5 O. 0.0
no 6 O. 0.0
no 7 O. 0.0
atael araa In2 Rom O. 153
strand dism. in OK
haJJcal oitch. 1n OK
I 0
1515-
I~ 3
MODULUS OF ELASTICITV
alon stion j.n 24" E x 106 ai
'29 0
29.93
2~BI
o.
o.
o.
SECOND SPECIMI::N
load
load lbf
24 780
28 910
30 975
o
o
o
FIRST SPECIMr:N
Loa~ @ 1% Bxteneion lbf' .J so
~~ strend.Jl1L .l!..::..1.J,(J/)
E1 . in 24 inchee "if 3.5
~
plsrnmUTION
Xl'ilol
r'(Ill1el~Rnn(Jfl'
Cnl'ltffttlm
(lllgIOflr:"OIIlIlIl(
flltQlon~UU'/lrlc.t'llloltClllllr.l
FlllfllonOnnlt"lQII'
MIIIMlnt..f'Of1lltlld
Xp,Alllolllllll.I!U!lllnll
,.,
atjon in 24" E x 106
.~~~m:f.r-
ON FIL..t! MTL.!J nEe"'
NOTE: Metorlnl roprp.ontod by thl. '''mple doOl complv with
apnclflcntlonlf. --
~/~
Cnglnllllr01 MIII"IIl'.
E1teel arJ!.!!..o, in2 ..om
E1t~and diem. in
helicsl 1tch in
S OF" ELASTICITV
1n 24" E x lOG ' al elon at10n in 24. E x 106
'2H 1
2"t./"''-(
1..Q.0$
PRESTRESS STRAND
o
VjjJ)
PAOJECT
MORSE BROS. PRESTRESS, HARRISBURG
HIGHWAY
CONTRACTOR
PAOJECT MANAGER
SUBMmED BY
Ray Davie
SOURCE Of MATEAI.\l.
Sumiden Wire Products Corp.
SAMPlED AT SA~De.'j
Morse Bros. C~ocKett
===
ASTM A416 Supplement I. low-relaxation strand.
IDENTIFICATION
65245 ~
M1330"l
270
12 100
SPECIFICATIONS
Heet or lot r,c,.
Coil or reel no.
Grade
Lin. fnet
stren th
area 1n2
Itlf
1 2
41 300
0.153
4130
37 170
1bf
load 1bf
24 7BO
?8 910
30 975
~
DISTnlnUTlOrI
XI'W.I
Pt'ojee1l.4.n-o-,
CofllIJClot
negk)n[n(IilleU'
nlllQk)tl "..ur.ne. n~.'''l
"eo~a.~11I
M.,.,I.I..Pof1!.nd
XMlIl,M\a\..C\lO""'A'
-"
o
r-TORTNO 011.D800
STOCK
OATASHEETIIlO.
A-40335
CO<JNTY
V\P. ACC:t. :oua JOC
7517
BID rrE"'" NO.
F.A. PROJECT NO.
AOy.-oAO. UNIT
OA1l:RECEf\liO O~l7'nE lEO___V'
8-24-87 1'1 ~;'/,li
ttST HO. VA'" L.A8 CHAAGoE
AG'f ...oRG. umT
8213
956X
QUANTrTY REPRESENTED
one coil
TO BE USED prsBtreaSB un1 ts ~'fESA.MPUD
cst teneion!n 8-21-87
MEASUREMENTS
W1re diem. in.
ctr. O.
no 2 O.
no :3 O.
no 4 O.
no 5 O.
no 6 O.
no 7 O.
erea
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o. 153
OK
OK
o.
O.
O.
SECOND SPECIMEN
......1'l't111 let nn"JR'''''T''''
caRT. TE.GT ~r-:"'-
ON P'1l.E MT'''' '
NOTel M.'ert,,1 r.prtl..n'ed b,/ ttd. ..mpJe doo' c.omp1v wtth
epeclflcatlonl. -
C-7/- tf c/} .
/P(;: d,-<-'~
CIlQInHt0' 1-l.11lN1"
in
OREGON STATE HIGHWAY DIV!SION
MATERIALS SECTION LABORATORY RECORD
1-5/ '7
~
~
LAB. NO. 61 1.986
DA'rA NO.
E.A. NO. 7.,/7
** ~SE AS PRESTRESS MIX CHARGES
RECEIVED 3.. 2 '.41
C"_ 1/' 11 ' RE~ORTED ?r((J-'t"l ~
.mo< /'1/f &~t~DUCER -1(,1A<;}A;(~ ~,~.~~--
REQUESTED BY R-H' )1;:,;:-
UNIT CODE
CALCULA~D PCC MIX DESIGN
USE tSfk;S, ..-
PROJECT /{1JP.5r &./JS (}W.IB/!<'M,)
HIGHWAY
CON'tRACTOR
PROJECT Mr'\NAGER
AGG. COARSE.
t~ti!/ffJE#tTl1;j
~AST QUAL. srz~ LAB NO.
~ I?..s<,d frYI
~ FI<,/4 r'U>.{,
~,_ j{;Sr
FINE.
l\GGREGATE TEST _Dl-.TA
SIZE
BULK SP.
tABS.
UNIT WT.
:.F.
:J; -f/.;..
3ft
0-!L-
~J--
&s,IMJ
Y'I-I./
~31
1<.7.;
(,:/11
_ . 5AA//J
~,
3.IH-
LBS,/'iD3
CA VOL CORRl::CTED
_X_=
GR. (SSD)
71;--
~',,?() -
--.r=-'-
....afJ:lJl-_
DESIGN CALCULATIONS E'OR ONE CUBIC YARD
CEMENT (..7Lslo J.S'l FT3 ...1W"_LBS. PRY 7tl5"' LBS. DRY
3/4-1/2 ...!L.3..L-F T 3 _2W._LBS. DRY 7/h LaS. SSD
1/2 -#4 (.15 FT3 ItJP1 LBS. ORY //,11/ LBS. SSP
SAND ~_FT3 It/j (J LBS, PRY .../La_LBS. SS.O
wATER (.d:.!I..-"SLUMP) 'f,09 FT3 330 TOTAL 1; ;J.J.5' MIXUIG
AIR (~n /.JJ.. FT3
TOTAL QUANTI1'IES 27.000 FT3 ..3'1/ 'f LBS . ND 3 ~LLBS./FT3
CLASS RECOMMENDED, MAXIMUM WATER-CEME:NT RATIO BY WT_~
THE ABOVE PROPORTIONS ARE SUBJECT TO REVISION ON BASIS OF FIELD EXPERIENCE
REPORT DISTRIBUTION
FRWA
CONSTRUCTION E~IGnIEER
MAINTENANCE ENGINEER
BRIDGE ENGINE:ER
~~EGIONENGINEER
\I1$?ROJECT MANAGER
DISTRICT ENGINEER
MATERIALS. PORTLAND
X MA'rER IALS. EUGENE
X FILES
REMARKS, ~~AN mi" IWUt".(jJVI!/1
~ /J" ~./.If.1qi,..A' MJljrTl..,,. A'-1J~ AAU/J:,un..Jl!~';('.5
IlUOIIRW(}E~
-'11~~EL/tP'1'-?t
.. .~ -~..P:,; ,
E2~~s
.dt;;y.Of"&.t./".,,, 02-8213
o MIX OESIGN 0 RECORD ~;8NTA~~_ SIEVE PERCENT
o OUALlFYING Q CHECX 0 TM 20-4 0 TM 205 SIZE PASSING
MIXDE$IGNNO. 101'1. .4
40 .0 -I.
aUAAn't 0 200/10 %
GRA....EL ~ FRACTURE %
PI
LL
S,E,
MOISTURE 0/0
RETENTION %
eXTR,\CTED A C "I.
TOTAL A C 0/0
"'~FOR TEST REOUIREO: USE SEPARATE DATA SHEET FOR EACH SAMPLE, LIST AOOITIONAL PROJECTS SEPARATELY, 11
~...@ TM2040RVSIEVE _OTM101A~ S,E./, _0 TM209 ASPHALTSTRIPPI"t;!
1~1::lJ TM205WETSIEVE _0 TM 102~ L,L. ORANO&GRAOEj
__0 TM30~ E~TRAC, -;S..;s:-;?O TM 103a P.1. COATEO, %
SIEVE F',RCE/lT PERCENT _tlSJ'TM201 UNIT WEIGHT 0 '(M211 ABRASION
SIZE PASSING PASSING LOOSE P COMkT /0;' c) - I ~
. GAAOINGl--~ WEAR .~
CI COMBIN, . THIS LAO NO. WITH Y. _D TM212 ORGANIC PLATE NO. __
__ OF LAB NO, COMBINEO 0 TM 213 FRACTURE .
..,_0 TM202~ FI"EBULKGRAV'TV 4~V"-~'TM22t FRIADLEPARTICLES
BULK L- SSO '- WEIGHTEOAVGliL'" ~. I .
}' Of) f.PP. ~ABS.L~ 1'h.~L_% ~.3AII '. %
-r 9 -' vI)i!(TM2D33 COARSE8ULKORAVITV tJId ~'. ~ 4.t6 'I.
BULKI~~->:i- sse I~~(''Z. ~ ~fitTM222 LIGHTWEIGHT PIECES
APP, :,74 ABS. 2,/.';-- C,A.~ F,...,~%
_ 0 TM 206 SODIUM SULFATE LOSS 'e VB!. TM 225 wooeWASTE, 0 .
2'1."V.~ 1,"",," ~ _Om227~CLEANNESSCV
RIP RAP AVERAGE ~ _0 TM228 OMSO
:~'" 11 <4-~ ~ C,A. L,_:" ~:'"~:& '", ~
4.8 B.16 ~ FA ~ 4.8 ..
16,30 . 30-50 c.::; "". t 6,30 -:&
_OTM208A' COARSECEGRAOE ~~TM22. ELONOAT
HT, L.._ IN P20 I............... J - V!;1iJ TM:!ll"
REF HT. r==!t'_ P20 c::=::;
_ 0 TM 20001 FINE OEO""'OE
./. 1-. liT, L---lli. P20 L_~. / I,
MATCnl.At.nCflflcseNHOOVTtlISSAMPLE v OOEsQDGlHffior bOMPLVWI t$I'':-ClflG TIO S.
LAO COMMENTS ' _~__ ___
~ ........., /1 ,......,:..,1 " ..
=-=;r
SAMPLE DATA and LABORATORY TEST REPORT
LA80QATORY
rlEPOAT NO.
DATASHCi;TNO
AB 49630
Q AGGREGATE
[J BITUMINOUS MIXTUflE
~,","
~
IX-9067(4)
010 ITEM NO.
lE,.p. ACGr/=....~ ::rC"'o,:
CI037',
COUNTY:W.:lshington
rnc.
FA. PROJECT NO.
4C,.y. 0""" 1J#lr
tNlENOED USE:
Concrete
SQURC," NA.ye
00 lOC... TK)flJ;
"",rut< AY.'
AF.M.t.A;I<S,INSTAU':: nONS:
.'1':0).
~
Ci.
C,A.L-
F,A, L__
2;< rilES
ntWA
CSL
CONSTRUCTION [NO,
flCOION~)( Motro RA5
)( NIOJEC r MANAGerf O. l~ol1rd
OISTRICT ENO /..'.,.:. I,' .~. ~ '...t'.:...:.....;...........'-.
x nEOlONOEOLOOIST C. E9holmnn ..,;-' -./~', c....]
x CONTRACTOR JC _ Compton Con'~rflc1'Oj' -:---~r.I"lr.C'lor """Trf1l^U1 ._~
Rny Oov 115 INSTflUCTII)", rOI1W",nOWIUT[ O'hCWH'~ lOl.l,o,f(IlIAlfl L,Inon",ortv SAI.O...,CA......'IV' IOf'nOJfCT MMj"'r.Ffl. O'HllINA1Q'I/I[T",I""'INI(
7,).j.:utftQ 1I.Mt-
" . . /:.I~:::'~
';: ~"(_:" .
81
3730
OAT( RECEIVED
4-16-87
OATEREPORTEO
<"1'
l.AB CHAAGE~
J S-9 -
~
'1"2-
>b
,...,
I
100
91
o
tii::VE PERCENT
SIZE PASSING
I loa
'10 3/-4- '31
'10 '",
" '10 ';/ 0
0
MOISTURE '10
RETENTION % .......
ElITRACTEO A C 'to
TOTALAC 'to
CHECK "BOX" FOR TEST REQUIRED: USESERARATE DATA SHEET FOR EACH SAMPLE, LIST ADDITIONAL PROJECTS SEPARATELY. 0.>>.
/
_DTM101 s.E'b== _DTM209 ASPHALT STRIPPING
_D TM 102 L.L. _ BRAND & GRADE I
M 103 P.l. . COATED. %
TM201 'JNIT~.l'IGHT /O'-~"'::'~M211 ABRASION
COM~CT iO J{ .:1.... lA.,TI I D b;' .J
<5 0 THISLABNO.WITH S~-;; . GRA01NGL....-..&2...-.WEAR ~'JlL
B '6.7-2.1"7-' COMBNED --.==i;!,JM212 ORGANIC PLATE NO.
OF LA NO, I ~WM 213 FRACTURE /">
o TM 202 FINE BULK GRAVITY 'I JJ! ~l'Ct TM 221 FRIABLE PA,ATICLES
BULKL-SSD L- WEIGHTEDAVG.~r~-: '"
~ C,.l~~ APP..L-A8S.~ 1Vz.~I____~ .~4i1 V,.!......:.A.
~"P<l.!M203~ COAflSEBULKGRAVITY .' %-4 ~ 4-16 '
BULK I ~.? 1- SSD ~~ ~"')E(TM 222 LIGHTWEIGHT PIECES
4';):. ...../. APP. . ABS.' ~-o ./ c,A,I~ FA~'
....2...,~M206 SODIUM SULFATE LOSS ~~M225 WOODWASTE" ...'"
2'h;1'I,LI!.1.....-"'~;~ _DTM227 CLEANNEaSCV_
RIP RAP AVERAGE _0 TM228 DMSO
C.A, I ~.O V1\'.o-'" h---2l, II,... .' L '1\'.0-\/0 ~ \/0-'" ~
~ "'-4 ~'.L..Y. C,A, ..$ "'-4 ----l1l
FA l 4,8 r .~: 8,18 ~ LJ. 4,8 . 4-18 b;;-:
. '- 16-30 . 36.56 ~ FA. ,~16'30 .. 30,50 ~
~ o,~. ".... ttI' . 1 (
eo II .rj)(TM 206A 't.. COARSE DEGRAOe --"1--- TM 229 ELONGATEO PIECES '.
HT,~ R20 l.;2~ .1>_0)/ ~ "M?""
REF HT, c=:.tli P?O C::::---=.:;.. '\
__DTM206B I'INEOEGAAOE '\~-
HT,L-...lli. P20 L--J, / I YJ/..L )
~~ERI^L R~PRESENTFD BV THIS SAMPLE ~ COtOMIGT COMPL V \ -~CIF'CATI liS,
~ COMMEms
10/V.
40 10
FINENESS FACTuR ",0/
1 'h,3A,3/... 4.6. 1G.~O,50. 100
MOISTURE '10
EXTRACTED A C ."
R~__ %
TOTAL ASPHALT %
FILES
FHWA
CSL
CONSTRUCTION ENQ
X, REOION E''CO( Metro
~(,tN'~ ~~s~~~~~ ~:~,AOF."
x REGION OEOL.OOlST
x CONTRACTon
x ny Davis"
134.36110 (I."",
RAS
n Heard
C. 8shelman
JC Compton ContI'.
'INSTRUCTION: FonWA,mWtUnt ORIQINAl. TO MATl!nIAL.O t~"DOnAl'OnV SALCM, CANAnv TO PlIO
'::::.:.: T
LAtlOHATOHY RECORD
LJ\80RA TORY t:O
;Bl ' 2i20
OATA SHEET HO.
A33655
EXP. ACCT. SU8.JOe
7517
BlOTTEMH<1.
(1) Chloride content in Additives for Portland Cement Concrete, OSHD 505-86
Percent Chlorides by weight (as Chloride Ion) , Cl I(~ "'Ie>
CHEMICAL ADHIXTURE
~r----.-
F" Hu'se Bros. Prestress.. Stock
'~HWAY~" --.:...
COUNTY
(2) Total Solids: Percent by weight: .tis. 'fe/a
2.5 = 0.1 gm. Sample heated in 50ml wei~hin~ bottle in forced draft oven
at 105.C!....!..L"C
CONTRACTOR
F.A. PROJECT NO.
PROJECT MAt4AOER
AO'f.-oAO. UNIT
sueMmED BY
AG'l'.-oRG. UNIT
02-8213
Ray Davis
30VACE OF MATERIAL
Master Builders
GUI<NTITY AEP~ESENTED
1000 Gallons
SAMPLED"T
Morse Bros. -Harrisburg
SAMPt.ED BY
Ray Davis
10 BE USED
FCC
Type:
Brand:
MB100XR
Master Builders
Batch or I.D. No: Lo,# ttJ.">fo:.3l./ /oJ '7
1r:i\i1~
~
(3) pH
9,/
. AASlITO T-200
(4) Specific Gravity: /.::10
ASTM D11'29
(5) Viscosity , Saybolt , AASlITO T-72 J:l. Saybol t Furol Seconds
Remarks: AAS!lTO M194 test results previously roported on Laboratorv Stock S"mp~~
"i)'? '1 "7 4 ~ ind ice tes that 1'\5 11'0 )(Ria suitable for use as a Type B - D
Chemical Admixture.
UOTEI Material ,..pre'tlnted bY' Ihl. ...mpl do.. ~ comply wllh
.peclllclltlona.
D1STnlOUTlON
Yo ~~~ "'1"_0-'
ConIr.C1Of
"&glon EnollllNl'
"8Q4n ",..urlnell SJWII:IIlII.t
"-olnn OeoWgIII
.....\I\f\.a\'.POl\1.nc1
)( ~'lft,~,..I!Ull'U"1
( " ,<' (/7
.....J'),... ~.):' c.;:,I'(i~C.~-<~~.4.AJ
.."............,...
'~.:~,.r";:',.!,;';~"'...', ,-,
LA80AATORYRECORD
AIR ENTRAINING ADMIXTURE
Morse Bros. Prestress - Stock
PROJECT MANAGER
SUBMmfO BY
Ray Davis
SOURCE OF "'''TEAIAL
Master Builders
.".'.
SAMPLED AT
Morse Bros. - Harrisburg
SAMPLED 0'1'
Ray Davis
Brand:
Botch:
Master Builders
COUNT1
FA PROJECT NO.
...Gy.-QflG. UNIT
AQY.-ORO. UNIT
02-8213
QUANTITY AEPAESC:NTED
300 Gal~ons
TOBEIJSeO
FCC
\..A8OAATOf\Y HO.
;87. 2:119
O"T~ SHEEr NO.
:'33654
F.-XP. ACCT. SUB JOS
7517
(1) Air content of Hyc.raulic Cement Mortar, AASlITO T-,137
Mortar with the addition of ~ grams (-1&;?z. per sack) of /'>l13 A ~A 10
Air content, percent by volume: .1 C), ~
'~t~A;
Chlorida content in additives for Portland Cement Concreto, OSHD 505-86
Percent Chlorides by weight (as Chloride Ion) . (J 3,"1",
(3) Specific Gravity:---L,CO
ASTM D1429
pH:
1:;1,,'5
AASHTO T-200
DATESAMPUD
3-1;-87
Remarks: AASaTO M154 test results previously r!ported on Laboratory Stock Sample
~ indicates that ~Jr/~ is suitable for use as an Air Entrainin~
~~ure for concrete.
rJlsrnJDtJ110N
x Pi....
Pr~M.l'llloet
Cantr.etOl'
R.,;/!onlrflOI"..,
nIlQIonAlltUr.f\CCl!lJ>>(..lIl1
RIIQIon GeoIogII'
M.ltll'!nl..f'orll.no1
X M.t.ul"I. EUOllNl
,-
NOTE: Mllterinl repNllantod lJy thl. 'IImpl~ doel not comply with
.paclflc"llon.. ,'.......
.2L~~
EnQl""'" 01 M.,.,l.l.
SIEVE PERCENT
SIZE PASSING
Ok
Ok
Ok
--l
Ok
MOISTURE %
RETENTION Ok ~
EXTRACTED A C Ok . '>,
TOTALA C Ok
CHECK "BDX",DR TEST REQUIRED: USE SEPARATE DATA SHEET FOR EACH SAMPLE. LIST ADDITIONAL PROJECTS SEPARATELY. -
~ TM204DRYSIEVE ~~~Ml0l",!z..S.E.W.71J"..J'7~v,. ___[11'M209 ASPHALTSTRIPPING'
...1::...-.~TM 205 WET SIEVE ___0 TM 102 L,L. L-_ ' BRAND& GRADE I
_U TM309 EXTAAC, _0 TM103 P.I, l-- COATED Ok
SIEVE PERCENT PERCENT _0 TM201 UNITY/EIGHT , _0 TM211 ABRASION
SIZE PASSING PASSING LOOSE ~- COMPACT~ .J A GRADINGI_WEAR~
/ 0 COMBINE ' THISLABNO.WITH "~_l:s:TM212 ORGANIC PL.ATE NO. /'_
OF LAB ". COMBINED - 0 TM 213 ,FRACTURE '..
00 ~~M20~ FINE BULK GRAVITY 5./I8::'TM221 'FRI"BLEPARTICLES
./ BULKI"<:~O SSD h~fl WEIGHTEOAVG,l;ljt~' "
APP, :i'. 0 ABS, ,?, 1'/2,.. L---'l'. ..-'110_
,,_OTM203 COARSEBULKGRAVITY 0\10,4 c:::; 4.16 0, ...%.
,. BULK '=== SSD '=== --'2.L ~M 222 LIGHTWEIGHT PIEces
/ ~ APP. ABS, C,A, L-~ F.A.~O' c
z.Q4.l"'--TM206 SODIUM SULFATE L05S _0 TM226 WOODWASTE
2'h.l'h~ l'h,~4 ~~ _OTM227 CLEANNESSCV
RIPRAPmERAGE ~ __OTM228 OM50
C,A,L- ;:";'lIo ~'lIo'''' C.A.~ ~~;'14~'
FA L"tLV4'8 :;l2a 8.16 ,l1-:..i' '/, ~ 4.6 .
, , 16-30.Q...% 30-50 .j;j'~ F,A, ' 16.30 '30.50
o TM208A COARSE DEGRADE ~-.J:l TM 229 ELONGATEOPIECE9
HT, ~ :~ P20 I ~: =-.0$TM1EZX
REHIT, P20 .
% _OTM2000 FINEDEORADE
Ok HT.~P2DL.~
",t-P'? 5,E,
2x FILES
FUWA
X CSr.
~ CONSTRUCTION ENG.
t~ii ~~g~~~~~~~~~O R~~ llonrd '-, . ,-::i._.._
"'x ~~g~;~I~~~~~OOIST C. Esholman M ,/! ",' " ~,,"
X' '}9NTRACTon , JC Compton C.ontt'. :~CNOlNF.[;:nOFMA,Ten'~1.8
" RA Davis INSTRUCTION: FORWAnOWtllTl! omOINAL TO MATflntALG LADORATorW S^LflM, CANARY fO rnOJECT MANAonn, OAlPINI\Tpn nl!TAIN riNK
7:1'..:J1IIIOCHI4) ... -'-~
MATERIAL. nEPRE:SE~ITF.D DY nus SAMPLE
LAO COMMENTS _
DES, CJ.oo~cn COMPI- Y WITH S
r.'.
<i)'
. "'G"w,:~~,v/1F
I PAOJECT---.
1 ~~.
" ,':" 'G"WAY
. . .' CONTRACTOR
PROJECT MANAGER
LABORATORY RECORD
PORTLAND CEMENi
AASHTO M 85
Bros. Prestresa -Stock
SUBMITTED BY
SOURCE OF MATERt,llo.l..
Ideal Cement
SAM~-
Ray Davis
SAMPLED 8':'
Morse Bros. Harrisburg Jack Crockett
PHYSICAL TESTS
CEMENT TYPE III
BRAND Ideal
CONCRETE CLASS 8000 or better
SAMPLE NO,
MILL ANALYSIS NO,
~S REPRESENTED
~PRESSIVE STRENGTH, PSI:
I 1 DAY <&
~ 3 DAY ~
f\'tf,~W:: 7 DAY 0
28 DAY 0
TIME OF SET:
INITIAL
f!!:!~______,
AUTOCLAVE EXPANSION, %
AIR CONTENT Of MORTAR, % VOL,
FINENESS, m' k
'~I";'i\
~l\'j}.:J
OtBrnlflUrlDtf
XF,lllI
P'Olllr:IMmln(jllr
CanlrllClor
f1lullo,,[nCjlnll.'
Il11Uion,br.U'~"C:llSpf'(IflIi'l
ntl1J1nnOl'OI"'U111
M/Unll/lII.Pmllnnl!
)('MlltorlnlK' r.U(]~"1l1
1]~,~o"1n"'~1
Ir-,.'r,~'"","l~'''''f~I'''''''M'R''''Y,,,,,-~~~,,,,,,,,,~,,~~:'!,''''",,,,,1;~ .-
1065
400
2330
133.0
f"l"M~YNC
811.:t99S
::;A1" SHEET flQ
A-40336
COurHY
E1(P. AeeT SUB JOB
7517
F.A. PROJECT NO
BID ITEM NO
"GV.-ORG. UNIT
.A:.Ol ,.ORG. UNIT
02-8213
TESTNO<
751X
7S~"
QUANTITY REPRESENTED
SEE BELOW
TO BE usee
FCC
CHEMICAL ANALYSIS
% OXIDES:
SO
Fea03
AIO
CaO
SID
MO
/,
I.'J
Ic>o.1
I"OSS ON lGNITION~.o~~
TOTAL ANAL VSIS, %
% COMPOUNDS:
C.AF
CA
CS
CS
S8
/8
TOTAL ALKALI
AS SODIUM OXIDE, PERCENT
6,l/7
No'fEI)------
Tony-coorgo
NOTE~ Mnlo;lnl roprosontod by this snmploB" .....1f'I'! comply wllh
.p.CIIICnt10n~ If. ~ .
,;1(/ (;1 O-:r~~,
I'I1{1II11'1I1III MlllulIllll'>
i(l'
MATERIALS SECTION
Materi.l: /I{)).! ~ ':;.lfF /J.OC
Brand: l?'L ')j2v.:,~\~~ ___ 10 No.;
Control Sample No.: I Field Test No.:
Certificate No.: Truck/Car No.:__
Quant. Represented:__ Produced to Date:
Aggregat~s:','Washed ______ Scalped
Stockpile No,: Pit No.:
Used" at: Sta to Sta
SampledlTi'sted-by: "'~
Sampled at:
Date:, Sampled
Mix Design Desired: .
Field: Acceptance
0"1 -
WASHII'IGTON STATE DEPA.(", 'I1ENT OF TRANSPORTATiON
-'-'0;,,/.... DiSl. Lab, No,:
- Cont;':act No.: (T7() 1:"t;_,HdQtI.S. L;~. ~~:::
Section: I rIrt~/ I-:<~ r-;:"'~'~./ t: ;:'t7/ry/~_ c
F.A.No.: t.-;i?C'S ~ ~';1(._I(/ (~..:)
C,S, No,:
County: \...'k~-- F'\E::'ll,'~,("::1-/
Contnlctqr':::.-L:1':::' fCl-P- 'L;7.;.o,j
Subcontract~r:
Place;
Organization Code:
Forw.arded by: . 'Cf "/., 7-r. (- f~TZ-__
SPS No.:
('.Yc-C)T
Ddte: )-. C!.r, - ~~,- ').:'
Tested
Rejection
Other
Based on Field Test No.: __~
Screen
Field " ""PIIS
Cllt. Lab. '*' Pa!.ll
spec's.
A!fphalt in Mix: Design _ % Plan
S/S Miscell!neous
Fractule Fine:
Fracture ~~~
Sand Eq...lv:Jlent:
Si'1vlng
~ Extract
Field Dist. Lab.
: Field Test Results - Report all screens used:
Gramg/lbs. Removed by District Lab:
Remarks:, ,1/ --::(:,7') I~(:'l!~. (,:;.7C"L/j H=.) j')!
;l/t-:"l~D l~< ( llH )./," r ll,~:r))J (..,.
OW.t 0 Dry 0 Wat 0 Dry
r._:J./
;:'~li_"1 i) (~ E -~~_......._. f
Proje(;t Engineer: j /""'ill H, ,f;'. V\t> "w'{ (~..-".~~.""
White Copy with Sample
Yellow Copy for ProJ. Flies'
Phone: (SCAN)
<:::'71",-=7 ()(" L/
J./n;!: "i, f'lcfU.? !.,L..O
~'J?i~>?f!'~ M;f)OJ ')
, l~ArEAIALS LABORATORY WASHINGTON STATE OEPAR'rMENT OFTAANSPOATAJ'ON Dlst, Lab, No;:
M~tcrlali,A/.c.~(J' ..:-,;.JP////C ' r{,!i"t.>,,_fr /-::IH/O~~ S Hdqtrs. Lab. No.:
EU,.nd: '8(,)I(;~':_,'_' _IONo,,' Z5:2,::'.,7"~ con~,,:.:.~fZ'::,Si,":7 ',_., SRN?,:,--~..,..
~ _ ,... SaCtlul'i,.,. :1,,<//,' ,-,'~/.,IO. ,E,/p(",r" l2i:,n"J(.r:./'/t:,M,
Control Sample No.: : Field"Test'No;: F,A, No,:7,r.t/o' '2CIIo (S,) .
Certificate No,: --=--=--_ TrucklCer No,: C,S, No,:
Quant.' R-cpresented: Produced to Date: ___ County: .~\Y.:''F~~C:-7.,lC/L1
A{l{iregates: ,Washed Scalped Contractor: //jCY/'!-;'.:;/SC-:';A./
'StockplleNo.:_~ Pit No.: Gubcontractor:
,,' Used at: Sta to Sta PlacefEN/,</{) (PI/.., C",) I uc.';</~' Det.:
Sampledfr'8!1t:ffd by: "'~el );~, t.....1~\e: OrganIzation Code:
Sampled at: .~E. ,I.c,t.ryri c;7-J Forw~rded by:
Date: Sempled /0/ J 51 1'." '! Tested SPS No,:
'MI~ Dellan 08llred: _
Field: Acceptance
Besed on Field Tast No,: ___
Aspllalt In Mix: Doslgn _ % Plo" %
SIS MlscnllanaOlla
Fmclllro Fino:
Prncturn COllrl":
SllnrJ Equlvolant:
Grem./Lbl,'Aamovad by Dlltrlcl Lab: , SIDvlnn w., 0 Or. 0 W., Dorv
Romnrkl: ("j<i::":... ,v'UJ:) Ct.,roes' ,I"/,,IO{;;' I ~JI';' C.r.:.Y/il:<'fi."/J(.y.../, '.',: '
. -rl- ':' rl~ (:. .' _ lilt.: C'Y~'!;'j~$:'-;?' ~"tL T(;~.l f" ProJact Englnoer: 'PcY'.:E.:r-.T /./ F.5i?Lf7J 1,,(T!:.!.~
11j;",:',r.{;<.1 F-I~, D 1"./ U k V /ie.. ~ . ' , ,,' -e .:. ,_:r- J'~
DO~~:~D'~"'. .. " ~~II,l,'wc8~~.wn~~;'6~.p~1'0' Phone: (SCAN) _ (21.'::b ")5bS' :sSO~.) :RJ
,(", ..Jer=n"/('.<:.c,,/ ("'<';'/,/r'r ,A~7""S 710' '701.01../
',J!',' 7'&i3U(, t"";;'r'ro::,:,,1)f:r'T' (IW;k'i'~ il"
-I't..l 'f::"~,,x /'7.'(() ''/''1 -r;,(,., J,"iOJI:>, ',,'r!, /-:",1';, ti:I.J~:>TICN$- ;-IT/JI: }J;;::uc..E
-,.,,,,.., -_.~.._".....,',.,'",'"..^".,,',,',' --.', "
":"":;:~)
ReJecllon
Other
,'Field Test Results ~ Roport al/ sc:'reen!l; used:
.\iiMi'
...JAf!'~...,i,/j~;. ;".J~)P'#.c..:""''''''.~'
-::::. ..........~ ;~ ~~,:L~. -
NON-FERROUS
NON-SHRINK GROUT
. "'"
1. PRODUCT NAME
Burke Non-Ferrous, Non-Shrink Grout
The Burke Company
2. M.i\NUFACTURED BY
3, PRODUct DESCRIPTION
Basic Uses
Burke Non-ferrous,_ Non-Shrink Grout is a ready-to-use, high strength grout. II Is
effective at consistencies from extremely fluid to plastic and need not be confined In order
to develop full strength.
Applications inciude support of structural building members. such as precast wall panels.
beams. columns. and heavy machinery or equipment bases.
Special Portland cement with lime-released expansive agent and carefully gruded silica
aggregate, '
. Just add water to use, Will harden free of selilement or dry shrinkage with a unique
controlled expansion,
.. Can be used at any consistency frorn fluid to plastic.
. Can be pumped into inaccessible areas,
. Appearance is very similar to natural concrete or mortar. Will not rust or stain.
. Low water/cement ralio results In early strength with exceplional bearing contact.
. For large pours. increase yield with addillon of up to 25% by weight of clean. well
graded aggregate,
Composllion
Benefits
50 Ib, (22,5kg) or 100 lb. (45kg) mulli,wall bag wllh moisture resistant Hner,
Order No. (324) 57.100
Freight Cla;]s NMFC Item No, 42140 Class 55
Packaging
4. TECNNICAL DATA - LABORATORY TEST RESULTS
Data derived from laboratory lests. Actual results will vary wilh fjekl conditions,
Mix Consistency
Minimum Flow
~t1c
CRD-C 226
at 5 drops
,_.!.9.Q1l.Qwlndex
+O,08\\',
+0,08%
_.:!-.Q"Q~';l!__,__ .
5,400 psi
7,570 psi
9,330 psi
12.340 psi
Flow Test
~~~i;'~
I
3 days
14 days
_-18Ai'Y!
1 day
3 days
7 days
28 days
4,410 psi
8,120 psi
8,490 psi
11,270 psi
5, SPECIFICATIONS
Compltes with Corps of Engineers speclflcaHon CRD,C 621.83 (formerly CRD.C 588-78) and
ASTM C.8?7.78.
t)
~''';' . ,....~.
.'
6. APPLICATION INSTRUCTIONS
Surface Preparation
'Clean all surfaces of grease, oil. dirt and loose material, down to sound CQncrete. Roughen adjacent
concrete surfaces where possible. Wet area thoroughly at least 4 hours prior to grouting. Remove excess
water before placement.
Forms must be strong, securely anchored, shored and sealed to prevent grout leakage,
Mix Consistency
50 Ibs,(22,Sl<gl grout
Clean Water
Yield
High rlUiciity I
(P"mpablel
4 ts,
.415 cu, It,
Minimum Flow
(plastic)
,__~4 ts,
,39 cu, ft,
~foderate Flow
(Pourable)
..3-18 ts,
,405 cu, ft.
DO NOT DRY OR DAMP PACK.
WATER QUANTITIES ARE ONLY A GUIDE, For best results add dry grout to water; not 'Nater to dry
grout Temperature, mixing method, and batch sIze will determine the actual amount of water required to
place grout correctly. Use the minimum amount of waler nep.ded for placement. Use a mechanical mixer
for approximately 5 minutes to Insure a unlrorm mixture. and place. M~ as close to the groutin9, area as
?osslble, Mix only enough grout that can be placed in IS minutE,", WorkIng time Is approximately 30
minutes at 21"C (70"F),
Placement
Grout must be placed continuously and from one side avoiding the entrapment of air pockets, SufficIent
vent hol~s should be provided, Remove voids through rodIng and vIbrating, When grouting areasuf more
Ihan 3" In depth, add up 10 25% by weight washed pea gravel that Is 3/8" or less In size, Then mix and
place as outlined, Should pea gravel not be available. ..ny placement ..bove 3" should bu done In pours 24 '
hours apart,
Afler placement. keep exposed surfaces damp. Protect from excessive heat and cold, Keep from dryIng
out for up to 3 days, or apply" resin based curing compound. such ..s Burkp. Res,X,
Burke Non-Ferrous, Non-Shrink Grout Is a cementitloue product. Follow ACI recommendations for
formIng and placement. After Initial mixing, do not retemper,
Caution! Skin may be sensitive to cp.ment. Wearing rubber gloves Is rer.ommended, Avoid contar.t with
eyes or prolonged contact with skin, If eye contact occurs, flush Immediately with water, KEEP OUT OF
THE REACH OF CHILDREN,
7. SUGGESTED SHORT FORM ARCHITECTURAL SPECIFICATION
Non.shrlnk Grout shall be Burke Non-Ferrous, Non.Shrlnk Grout as manufactured by The Burke
Company, San Mateo Callfomla, Non.Ferrous, Non-Shrink Grout .hall comply with U.S. Corps of
EngIneers CRD.C 621-82B "Specf(Jcation lor Non.hrlnk Grout",
6. WARRANTY
Burke products will perform according to specifications only If directions are followed, Burke Is not
responsible lor Improper use, application, or storage of its products or lor use 01 Its products In un.ale
weath~rorwith unsafe engineering or working conditions, Burke products are supplied subject to Burke's
standard terms and conditions of sale or rental, which limit Ourke's responsibility for the product. Any
wurrapty of the product Is limited to Burke's Or the manulacturer's standard warranty unless otherwise
specifically provided by Burke In writing,
J~~ G;JR~f f:~:F:\.~ ':
P, O. 9-J~ b(lUli6
~211 "i:~n" \Vay So,
SCAnLl, W!,!.IiIf-lGTON 98108
6~2.6890
BPB 300/9
<::>
:~
5/84
SAMP:I'-
-A AND LABORATORY TEST REP.
FOR ~~
CONCRETE CYLINDERS
811.3802
OATA'HEETNS9032
II....aORATORVr,o.
R", "MC"'n::L~
.
AOV..OFlG. UNIT
OTV
AOV,.ORG. UNIT
b
,..--&j /)~ .s
Qi?~821:5
SAMPLE DATA
BRIDGE NO. STRENGTH REQurREO
,5'"000 PSJ . + ~D4"'S
SAM~E.U;];;;:J;tt! ~
WITNESSED BY IPnlNT N,.IIMEt --l
o RECORD
DATE SHiPPED
HI). OF CYL.S.
TESTCONCAllTE CYl.INOER OR BEAM IN ClAYS
A--Z-oAysl B-L~oAvsl c~1 O"'I'S\ D~DAY5: E~OAVS! F~DAYsl G DAYS: H_
,BRAND TYPE ~M'I..l-ANALYSISNO. BRAND ~ J ;:: f I T~EeA
CEMEN1': I Zr:/.ea/ :.:z;z .\ _ /~~5 ADDITIVES: :;::;::-.:..; ..:,,'5 ~ I ,fl
MIX I '-AB OR 1.0. NO, I DESIGN STRENGTH T^!5.HEGZTi~9~C~O'1 CEM;NT C~N1ENT I SLUMP _ I AIR CONT~NT I MA)( :'C Ft"-1"10
DESIGN:? I I S-POO lpA ZZ.-I-%. 1~..n"l,uvdl~'N,I..:t..:::.L.-%1 .4~
FIELD reST . I i;:~~IEI..O MotS~l~';'CONTENT" ~ ~O jUN1TWT I CEMENT CONTENT I SLUMP ,i AIR CONTENT I F'EI.C W/C RATIO
S-":", AESULT~4/l~ 0 ,m"':""4 0 ,FA.:! !~~I~/cufd~al_lbdCUVdl~IN,1 ~,~ ')l,l 0,41 DVWT.
, ~., CONCAETE MIX P,\OPOATIDNS AS B^TCHUtl
AOO'TlVr:s~ I CEMENT IFI-VASH" 1~j\C!O~?'''~.1'GQ y",..{f I SANO'I!I I WATER I WATeAATJOOS.TE
~DII.~~I~! ---:-.. Iml :2...~fiIC) Ib'ol~~lbll 4S00 .rn1w /Z,l QI.I.e- 0-1
PRESTRESS ISTEAM HOURS ; MAX TEMP I REO. AU., 5TR. . I ACT. AEI-.5TA. I CVl.INOfR CURE , HAS
CONCRETE: I .9. HASI /~2 0 I 4t:JvO I 4?: ISTO t:J. ClAYS flIELO~
o""vs
OVWT
FIELD REMARKS:
A_A IA.I'*"'/' # SO-
4 IJ;S /'..J,,~e
t:'dA4, II"'," ~!).
!!:4JLd JIf/.x iJ" J1I?-198~
LABORATORY REPORT
LAB USE ONLY BELOW
81:13802
DATI ;^;;^ ~Hi~ ::C~rD OATE ilJjD~( 1~!l~7
LAl:S REMARKS: hR5~f1VI!D~ep~ AOpAV 1 A ^v tNOEAS.
CVLN"J.
DATE (I" BREAK
AQf DAYII
STAt~aTH PSI
DATF. AEPOATED
TEST TVPE, ...J:
OSTATISTICAL ONON,STATISTICAL "...,l
OOTHER IO..crlbo) _ . ' ."
1:~}~.1/~ '
. C/O"" ~ . {;'If ,
A';',STA:
7110A'1S
e ~ {'DISTRIBUTION
X~~~~~~Ta~dg~"T /' ,,', "
MATeRIALs.POATLAND
X MATI!AIALI. IUOINI , 0','
2x CO~*~~:~aon C' . . WA
)\ Mors~ BrDS,
173...,,111314.1181 tNlITAUCTION: POAWARO OPWJINAL TO "'~TI",AL' LAIlO"ATOAV SALIM. CANAAV TO PROJeCT "'aft, rINK Allr....INlfl nv ORllllNATOA
,'IfM!;,'I\iIl",.., "'. ~. '.'.".'...'
"
<1
y
I!NOINI!IA 0' MA'rI!AIALI
-
('\ . ,." ."' '} :", ~". '- ."'.. .. ." . '.: ~~. . ,.;-
---,.,,-_..- SAMPLE Lap, AND LABORATORY TEST REPOI.;
HI(lHWAYPIVISlOf( T FOR
B:?O~3 CONCRETE CYLINDERS
~FlD<'EC'T
JI'!'!I\ Le "1'1.:1 6-
'i.iI HIGHW"...
/Bee ke
CONTRACTOR
LABORATORY NO.
8J1.3802
DA,TASHEETNS 9 0 3 2
4). c.
AQV,'DRG. UNIT OTY
Ie
b
AGV..ORG. UNIT
.s
&>&'-8213
SAfl-~"P!..E DATA
6RI[)OE NO. STfiENGTH REOUIRED
,s-ooo PSJ ~OAYS
o RECORD SAMP:/.O ~:;~TJ;~ If
DIHE SHIPPEe WITNESSED av IPRJF<,IT NAME)
NO. OF CYLS.
TIEST t;ONCllliTE CYI.INDER OR BUM IN DA'tS
DAysl D~DAYS: E~DA'l) F~OAVS~ G DAYS: H
I~MII..LANALYl'iI:iNO ADDITiVeS' I~;~~""" fI!.3'S/~t IT~ES;f
I /<:>,,~- , '_&d,,-e i.'"'$.@< , .lit
IO[;~I(jNSTRENGTH 1~~RE(j~1l~9Er.-C~NO't CEMENTC~NTENT ,SI..UMP fAIR CONTENT ,MAXW/CAATtO
I :)000 IpA Z~-I...Z. 1~lbllt;UVdl~IN.I~%I-.#A--BYWT
FIEl.D TEST I ~:p~IELOMOISlU~~ CONTENT '" ~ 1.0, UNITWT , CEMENT CONTeNT I Sl.UMI' I AlA-CONTENT I FIEl.DW/c HATIO
RESUL1~-4/!~ (;) .31r'4 0 .FA.3~ !~t1)1/I;Ufl:~UJ4/cuvdl~IN,1 9,€ %1 0,4/
GONeRne MI)( P~PORTIONS AS ~ATfHeb
ADO:l;]~ OIJ~~.~:"~ IbtJl::lA~G~b$1~8~<t.. 'bo1 ~~-8o 'blIWA~z.2. \MIll WA~TJOBSlTegal
PR!:S1ReSS I STEAM HOURS I MA.lC TEMP I Rea. Afl.. STA, I ACT. REl.. 5TR. CYLINOER CURE HRS
CONCRETE;! :l.1!!1i I-iFlS! /~2 Q ~ "1000 ! 4??.5- 1510 c; oAvsJnEl.D~
./
I I
A-Z-OA"I.~OAVS' c~1
t BRAND TYPE
, deal : .:1JI
CEMEN r:
FIELD neMARK:i;
4~~'L_
A_~ r~,..,,-. 9100
C'"",e, r",.,,, , &:7.
,
~t!(/;c J.Jd 11.2.~.I9SJr.
U\B USE ONLY BELOW
8'/13802 I DATE DAlA sllIl!!.r A!i.CEIVEO I DATI! CYl.INOEAS RECEIVED
LABORATORY REPORT I D -12- fi'''' 10 -/~- 'in
CVl. NO DAn 0' BREAI( AOE OAV8 lHAENQTtl PSI DATE REPOFl'TI!D l.AB REf!ARKS: m~11Il~EEfl1~li.ft~~r~~XG,..A9Il.'~d ~eEr..It~~Ws
~. ID-I... ~- Iff -ltI-
e I.J'''''-~ II II.: ,,~o I\/~,.:'">.
C L'O-<l.,7-- :<.. ..,..-
D ' 1"-3 ;;>
E .II, ... '2
F /- .'I. ~
G --
L-...." rr1'~", _
AVI, IITI'I.::" ~J,,"q l~ ~', <lliDAVA'fJJ iEGTTVPE -. RESULT
, " OST"TISTI~A~ C1NON,S'''TISTICA~ C1PIISS
OISTAIBUTION
X "l.l!II
~~A,O
PMOJICT MA~AQ.R
fll!OION O!OLOOIST
.AnRIALS. PO "T :%AN
K MATlRIAL!I .IUQINfl
,(SONTnACl'On
2" Jeff.rHo Co. tIlWA
)( Mo~e r?>ros. I
113..-2813 {U,,,, '~"'.".I:'I'~~~~'~;~~',~~,,,~,~~,~~~,~,,~,~}~~~~~,!,~,~,~"'.:~!~~~'~;~~~~'~!'~~:~~~'~,~c~.:.,~~~~~.~~,!,!l~!~~J PI~K ,~B T,;UllD OV onlOIN" Ton
ur:r
..1'..,..
C1(~HeAJOIJ.cr)b")_~~ OF^'c..
;,} .. .'-'. ...'/ ~"../ If .
f. ~} ~(! '.,
:? ,'~
f':e/
I)
tNolNel" 0' MATERIALs
Li-.'
--..
-,-
CAYS
BY WT.
"
0,''"'=--'''''--"'- SAMPLE e-A AND LABORATORY TEST RE!'cd
"'o":',(",~"'QHT B:?C>~3 CONCRET~OC~L1NDERS
I PROJECT
c:J HOG~~::./~nd t?
I8ce ke
CONTRACTOR
LA.0~ABTJ01~80~=1
OAC'HEHNS9032
AGV.-OAG. UNIT
AGV..ORG UNIT
b
o.?~BZI3
SAMPLE DATA
IIRIDGE NO. ~TREfjGTH RECUIRED
_ $000 PSJ ~OAVS
SAMPLED [iv tPRINT NAMEI
o RECORO .J. t:'r-cci.:::;! &
DATE SHIPPED
WITNESSED oy (PRINT ~lAMEI
NO. OF CVL.S.
~
TI!STCONCRne CYL.INDER OA 8EAM IN DAYS
A--2-DAYS1B~OAYs:C~ OAYS:D~fi-OAYSiE~DAY5IF~OAV5:G OAYS1H
CEMEN'T", I BRAND t TYPE ,~MIL.LANALVSI~ NO. AOOrnVeS: I;:;~~"'" .t.$'!J I~f I T~E6 A
'.:rdeal ,.:zp: '/()~,::r '_""'-'it! ,<'. ' Je
MIX ,LAOQR I,D. NO. I DESIGN STRENGTH ;~HEQz.~.~9~C~NO't CEMENT C~NTtNT I SLUMP I AlA CONTENT I MAX W/C RA,TIO
DESIGN:?, I I 500t> 1,,;,4 ZZ.-I-L 1-2,.O.:i ll"ICUYdl~~IN.I~%1 ..vh 8'0"11.
I TQTAL FIEt.C MOISTURE CONTENT"" ~ -;'0 UNITWT CEMeNT CON'reNT : S~MP AIR CONTFNT FIELOW/CRATtO
FIELD TEST "01"97- Jl--., I 1 I ,_ti& I I
AESUlT~4J!~ 0 ,~4 a ,FA..?:1 !~II"/~lIhl~~lt>'ol~lJVdl.il:l!t-'N.r ~~,; %1 0,4/ avWT.
o ADDITIVES.... I CEMENT. . I FLVASH . 11C?~C~~~C1~I;;'A"f':7;}~8~':!f"'lE~,sANn'D 1 'HATER I WATEflATJOaSITE
:l.O~ ~o, 1_-2B...&.Llbll - Ibtl ::l.BWO Ihll 0 IM1 4$00 Il'IIl /2.2.. t~11 -B- 9'1
PRESTRESS I STEAM HOURS I MAl< HMP 1 REO. AEL. SlR I ACT. RH. SIA. I CYL.'NDER CURE H~S
CONCRETE:! '?% HRS! /~e 0 l .pt:XJO ! t?':?:?-r Isro ~ OAVS F'eLD~
FIEI.O R!:MARKS:
~~~ .,S/Je
~~, ;;'-r. s>o"
C'''''''I!. r.,H JI t:~.
,
Bl",,j #I;' .ud JIJ?-198~
LABORATORY REPORT
LAB USE ONLY BeLOW
671.3802
OAn;~^ :Hi:? ::Cg~O DATE 1L.~D;i :;~E~Oi
LAB REMARKS: "SWR'F.::~~F~C~f~~~ FA I~M. Ae"IN~eAS
CYL.NO.
A
8
C
o
e
F
o
H
DATI! 0.. BAI!,\K
"Ol! DAYS STRENGTH rlU
CATl! RI!POFlTeD
0-
~o DAYS
~
AESU~ of'
(iJPASS
o MIL
'TEST TYPE
g ~~~ ~'~~~~"~lb.IO NON .ST A TI STI CA ~. '~,
wrJ:5J,~ if %?~
CONTRA ~. V' .
2)( J, .ferson Co. WA. ... INOItI~C"OrMATI!AlALS
)t Morse, r?t7J& '
....-361;1 14-831 .,ij'.;INIITAUCTIONI ,ORWAADOAtUINAl. TO MATeAIAI.I LADOAATOAY SAl.IM, CANARY TO PROJICT MOA, PINK RITAINlJn AY ORIGINATOR
AVE.IITA;
Q(~
PAYS
REMARKS:
(,1,,;1- /J.<JIt: (Is,,} 1?e!. s/".. le"jJ.t, 1i'n/Almb"" td",:s :sl" /40:1(" .s/,.,
I
-L-,
C'.')3
-.!L
.5
I()/&/.n 4?? 5'"
)=r
j
} .
f:k"
.42(.01# .
, i'
:;'- ,"
:;:~.:
'/4"
Q~-(70
~o80
f
\
::
?
~
z,1fifiT
t!I?-I.:J~z..
{
~mWlrnlft"L 1lt'tlri~t1! :ruum:7-ro---
;Ti:FNl:TI1 11\' !JJiJ.11ll!.1l1l~lIlllR! R:l~nim,
'IN 2~ liAr l'IlS1 CrWWill ~"'IlIili(JlIT
K..Q.U:.JL.__
,M'J1''.'Ia 8.~~ M:r. 8?"~.":f ICelth JoltllBton "
NOTICE TO ENGINEeR I" Cl:IAmlE ,
MAT[RIAL REPRESENTED DV THIS SAMPLE )( DOES, C DOES NOT COMPLV WITH SPEClFIC~nONS,
l&.lnopectlon !ill CMIRCltIot1 l!I: Lib, tootl
Il!mlllllIIlW
2X ,fiLlS
'""'"
CON!mIUCTlON ENGf\.
.. Rt!olONeNGI\
,,"OJECT MANAOe'R
MAT!RI4U,POfI'TU.ND
X MATERIALS .llJQENI!
Il"J. ...'"
CONlRACro/I
2X JEFFERSON CO. WA
734.:107:1 (:],07)
<1
lit
..... '.
",..~--
,-'. ,
f>
If$
..\
~ ..~_ .1\' ~~.;'\; ~)~~ ,':',"" ":, " ;..;:. r,", f -=-"
~;ojNVl11011.u Act~f'MJiCll SllB.IttI 'I'll
\ II(MHI11I IllllS\1ttt1{8ltknflllli Il:l;-Ori';:
l~' ~I; IlA Y TIlSl C.li~U'I>~m'l'
~IBI!lIi.IJQt;
FIU!S
'"WI
CONsrnUCT1ON ENOH.
RI!QION !NOR
Pt1~ MA"J^9fR
MATE'AlAL.S. rOR1'\.AND
MATfiIUAI.S. I!lJQENI!
CONTRACTOR
'.2_L!:!iU:.s,,-, tJ"".><" #0, gp~68
J/!:lI.!\1~~lU
MATF.AIA~ AEPAESENTED BY THIS SAMP~E :Ill Dcms, CJ ,DOES NOT COM?~Y WITH SPECIFICATIONS,
Ba..d on: .Rl ",apeellon .ii:I Certlfieolion :!!l Lab, les.!!'.._
;~',y'
----------.
", ,',','. ,', ,,', """.' .' ,,","',,',,[~~INf.tn OF MAll;n1,~I.fl,::,',:':.: '
INmluCnoN:FO~~D OmOINAl. TO MA~rlI~LS LA'ltronv SAL~M. CANA'lVTO rROJECT MAN,A.CU!n. riNK nl! rAINeD DV ORIGINATOR'
~o~~~~~s.
@)
,gj) '"
LIST OF MATERIAL SOURCES
~:;~ \~:~1 (C'~
CONCRETE
CEMENT,
WEAL CEMENT CO.
p.O.BOX 24452
SEATTLE, WASHINGTON
981.24
C;~1 Z 1 ~~~~/
OCT. 16 , 1987
i~:_)
'\S'""
*
~'c'C:!:~:'~ ~:~:::~;C2,'~:; .\~':,'
ADDITIVES:
POZZOLITH 10(lXR AND i'lB-AE-I0(AIR ENTf~AINMENT)
MASTER BUILDERS
2:3700 CHAGRIN BLVD
CLEVELAND, OHIO
44122
AGGREGATE'
MORSE BROS. HARRISBURG
PIT NO. 22-18-2
MORSE BROS. CORVALLIS
PIT NO. 22-1-2
STEEL PRODUCTS
REBAR ~ MISC METAL.
FAR WEST REBAR'S POSSIBLE SUPPLIER
CASCADE STEEL ROLLING lULLS INC.
P.O. BOX 687
MCMINNEVIL,LE, DR.
97128
PRESTRESSING STEEL:
SUMIDEN WIRE PRODUCTS CORPORATION
1412 EL PINAL DR.
STOCKTON, CALIF.,
95205
Harrisburg Dlvlslan
P. O. Box 181
Harrisburg. OR 974016
3/411-1/2"
1/2"-#4
SAND
Pilon, (503) 995.63,"
p."
\,':
Department of Transportation
HIGHWAY DIVISION
2141 E. 15th Avenue, Eugene, OR 97403
October 30, 1987
tnfl.plyA,'.rlo
FileNo.:
::mb,ject:
Inspection Report
and Final Records
5 - 18" Slabs
Robert Nesbitt, P.E.
Department Of Public Works'
P. O. Box 1220
Port ,Townsend , WA
9Ej368
, ~"'n
eC'iE:.:t'xg'~0
iB ? ..;" "
lr~ _:3 '.,'
" .' r. ,\ i9\37
(-I':"! . .
J~~;~n;~,~~~t':-~;W;ii
.' 'I~A-Hisc.
Zt6g(5'-
~lt~j~:f.lt:r:'
This is to
Project
High,,/ay
County
Contractor
Fabl'icator
certify that on:
Lealand Creek Bridge
Rice Lake Road
Jefferson
W. C.. HcKasson
Horse Bros. Preatress
Prefix
Bridge
F.A.P. )10.
Contract lIo,
P. O. 1010.
$
~~
Results of plant inspection, sampling and testing indicate
that the materials and fabrication work substantially' cOl1forr.1 to the
pl,\ns and specifications and the results are reasonably l'epl'esentative
of the materials incorporated into the project.
Co~ios of all reports covering the samplll1g, testing or insp~ction
of the materials or quality of the fabrication wor!: are on file in the
Oregon State Hj"ghway DepartInFlnt laboratory ir: Salem, Orogon. A list of
all snpplementa,ry laboratory test report. numbers has been at tached to
this certif.ication.
In addition, the material listed b~low is being fot'l'rarded to you for
your infol,r.ation and final records:
1. Prestress Inspection necords.
2. Prestress Inspection 'rlol'l( Sheet.
,3. Fabricators Shop Drawings "As ConstructOtl".
Dra.wing nllmbere,d P87063 as approved
by B.F. on September 23. 1987.
~~::~~~
Dist.rict Inspect.j,on /ofanager
cc: ;,fatorillls Section (w/nttachmcnts)
Const.ruction :iec'tion ,(w/nt.tllchmcllt.o)
fHe ," ' .
'o(li\:f
,~
'-"?:'.EC.1J~I STAT':;; HIG1i'",^Y DIVISlml/01
\' . Prestres:.i Inspect.ion Record.. .......,
,Tob i!....~Ze.t!62_
,Pro:jec1k1<:!'~dCJC-.i~~-:l-Eridg" 110. Prcfu 1l0..1!?"'rS&>/I d,"',,'-2r!&......
J1ig):',rc.:.,_...::t:;~~....LzLL<=-ff"nJ1d CO:1t.ract !lo1!1!.1S87 F.A. Project lIo.8.fos 2o/r:.{S)'
.c'~:'acto"_~_~ k'a=O/7 , ,.(;ount7 J~Y'SO/1 WBSh.
.Type....!~h'$/.;Jk_u..it I,Z,.s;4,.5' Totai'Cast 5' 'of~.P.:.:r-.No. /
STI'.ESSDlG DATA
Lengt!l of bed ,t/.t. K" ' Length of units .5'Z~o~
St,.,,-,,1 al'!'il.'1s=ent at headboards, held up and hold do-..ms. X <.: d_d..:iln_e_nS_i..o~~_~__'__I~ _
Hold'do-,ms a..'1d hold ufo" in relation to centerll'le of beams._.. _ ..
.110. of
St. ra~d
Calculated
Gauge & El~ngation
Actual *
Gauge & Elongation
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chucY~ 5~J~~p chucks~Post
Date /0"';' 87
(Signature (,
Fo;u~3 &. CONCfu;'"TE
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P.icr,:::o:1d i..'lsertsi blockouts. shear ke.,.s. dia'ChraP.1 hol';s or other... - - - .. ,. . - "
!:iol.,s prop~rl., p_p;-ced, sec\l~ and of ,the proper skew it r"Ru.ired. ' ! .
h1Cho:' pili holes J.n poDj,tion, pl=b, .:ecuraly :fast.ened, ct,C., - _.. - -, - - - - . - ~ '
i.. l.oca"~on of reil'lforei..'lg steel, ::lize, spacing and clearance._ _.... - .. . - - - -.. - - '~
81-/~8' / .-' -z;r--,
Ca1.cul2.tcd st"en8""h_~13k/yd ,7.5, 7/11:;> Cu yd placed '
Percent air 4. C _Slu:up 5%_Cyls cast /4- AST.1 h Ste=.B
'!i.-aa started /: I.:J P . Til:lc f:1nished 2.: 25> 1~.tzJ
, Date, /01 C,/"pJ',??~-,,~ T"sp.
(Signatur~ Titlo)
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inserts and Anchor( )
Q TST - THIN SLAB TYPE INSERT SELECTION CHART
Insert 'aoll Safa . Approx. S..
Type and Luad ' UILC.p, Dim. Nole
Dia. TensIon Tension .Ia""
Number lIb'.) " lib',) Ho,
T5T-3 '1," 340 ~,390 1Y.." All
TST-4 '.,1-i" 700 ,'~ 2.800 1'1.1' All
TST-5 . :' 'I," 740 ' ' 2,970 1'/1:" All
T5T-6 .'..0/..." 1.590 6,390 W," All
TS1-6 '" 1,890 ;";: 5.410 1"'" All
G
Noto 1: Sate load values are ult. cap., Icn~Jon. v:tlues divided.
by 4,
Nole 2: COl1crete In which theso Inserts are embedded must
attain a strongth of not less lh.:ln 3.800 p.s.i. before ma;C.
safe load is applied.
Noto 3: Test values for the (TST.S) unit a~pear to be erratic.
This unit should be as strong or stronger than unit (TST~a).
L TT - LOOP TYPE THREAI?ED INSERTS
Loop TYPA Threaded In~erts are manufactured by weld-
Ing a steel wire "loop" 01 suitable dlmOr'i::1lonS to Ii steel
"weld nut" machined from bar srock In such Ii manner
that ana end remains cloded while the other and Is
drilled and tapped tor N.C. thread machine bolts In dl-
ameterstrom ~/I to 1".
Soveral fe:;ltures make thl! Insert porllcularlY useful to
fI': precDster or contractor who must mako provIsion
tor the anchorage 0' wall panels, the suspenslotl of cell-
~nugas~~~I,n~'?c!. 5.f~~e~~d p~y~~~n~:'~~u~e~~~gsfl~~~ ~g:
~,ft~dorenc~nl~re~~'l~fl o~hO:ro~O~tl'~n W~lat~:r~ ~h~~e~~
wlr6 loop prcwldes anchoU\UO: :lull~\hli\ for the bolt size'
required. Those un lis pnrmlt tho U",o 01 relJdlly avallabhl
standard machine bolts or studt'. Sa!llng plugs 0' seveml
types are available to permit rapid. accurate Installation
o/Ihe Threaded Insert.
,-
~
TST - THIN SLAB TYPE
THREADED !NSERTS
Uke the Loop 'rype Threaded Insert. the Thln Slab
Type at Threaded Insert Is produced by welding :1 wire
"'oop" to a machined "weldour," but tor !he sake of
. thinness the loop Is welded to lho bac'<. end of 'he
weldnut in a piano perper;dlcular to the axis of the
bolt. This unit is used where....er the df!pth of -embed.
men! Is oxtremely limited and where there Is a requIre.
me:1t for an achor having a Iimiledcapaclty In both
. t~sion and shear.. .
Dimension un" (or 0;;0:;1; bolt sIze o( Thin Slab Insert Is:
Bolt SIze . %0" v,,:" ;?'" :Yen 1"
Dim. "a" 1Y-t" 1%" l'n" 1%" 1~"
All other dimensions 0' the weldnlJt are the sarrie 8S
those shown for the Loop Type Threadt!'d InslJrl.
L TT _ LOOP TYPE THREADED INSERT SELECTION CHART
Insert .,', Boll ... S". .., Appro<. Dimensions Loop SOD
TJ:~:~~ . , ',01', Lood UII. C,p. , ,:WI" NolU
~~i5:) Tension Tension Thleo d , ..' 01,1, No.
(Ib,,) '(Ib',) ~91h, .
LTT.3 'I." Sae Notes ,8,500 2;',. 1~' 1(t 1'/4" f,' V," .262" All '
, lTT.4 ,'~" :';:loVa".;.. ,'t.:'-i'Uafow':..z:., I.t7:a,aOO ~ :..2~,.~.. -'1%.......: ~1J(...-- ~411'/.". ,/, .....1'!-..i _.vJ~tl;j "~~ .202" ,..~f .;,~ All ~~"
LTT.5 'I," 1,8511 MIlII :PN' H,' 1/,," PN' HI' '/4" .262" All ,
LTH ' '1." 1,850 8,500 3'1.;'- 1f,' 1" 11,' 1\\' 'I." .252" All
lTT-e 1" 3,000 12,000 5'/11" .m" HI' n;' 1 V,' 11f," .375" All
lTT.5e 1" 4,500 15,000 5'/." 4Y," HI' I !It' t'/4" 'I.." .340" All
Note 1: SMD loadraUnglJ ehow" obovo oroY. tho opproxlmnlo ultlmato capacity or tho strul wlros. FJo rmrp thlll bolts
ullied In Ihosa Insorls ora strono enough 10 sn(oly corry tho Imposo(j loado.
Noto 2: :g~eU.+~g, n'~~o~f:. (krp~~\sD~:~~~r~81~lnU:~I~ f[':~~3;~~k5~r~~'~I;a plant only. All othor ~lanll] monurocturo
Note 3: Concrolo In which thosD In50rl:!!: [IrQ omboddod must oUtlln d minImum compro!lslvQ olronolh 0' 2000 p.s.t.
bolero mox. tlldo lood /3 applIed.
20
IMPORTANT: R.,,, 10 Iho In'orm,lIon on p.a" 3 10 10 b.ro" u,lna Iho ,Mo lond valuos ,hown In Iho In'CII 3.loellcn Chari',
_.....,.,(;I.;.',"........,"'.~~,
,...,.--------
~~~~~~'XM
P.O. 80)( 10051 . Eugene, OR 91440
(503) 688-2466
o
JOB CERrlFICArION
Job Name:
LELAND CREEK BRIDGE
prime contractor: MORSE BR~THERS, I~C.
contract #: JEFFERSON cOUNry. FAP BROS. 2016
Bid Item: NO BID IrEM PROVIDED
RebarSupp~ier~ Western Coating, Inc.
~leight
We~9ht and a~at H: n3 Bar:
#4 Bar:
#5 Bar:
#o/Bal.':
n, Bar:
#e' sal.':
#9 Bar:
#10 Bab
#11 Bar:
#14 Bar:
#10 Bar:
rOrAL WEIGIlT:
1,325
1,325
~
7G24-66
Powde~ Mfg. and 1.0. n: 3M 213 Lot
preheat ~emperature: 450 ,to 463 de~rees F,
cu~e ~ime; Minimum of 28 seconds.
~hickness CheCKS: 5 to 12 mils.
Iloliday ~est: LeSB than 2 pe~ foot.
Bend ~est: 0.1<.
c
Rebar l!eat #
Bc;227
Wa ce~tify that the ,above reinforcement ba~ has been coated in
compUance with the Washin,,!,t'," State specificat,ions and in complJ,lInce
with the powde~ coating Manufactu~ers' specifications as weJ,l au the
Contract specifications,
Authorized Signature:
-~e~~
Job ~itle: Plant Manage~
OaU: Sf.lptembe~ 17. 1967
Ice FarWf.l6t Rabar co.
\lce Resident Enginuer
~~ 2cc Jobs1t~
3M E~ectrlcal pr1~~]ts Division
1700 North Minnescta Street
New Ulm. Minnesola 56073-1199
507/354 8271
3IVI
This is to certify that the lo~(s) of SCOTCHKOTE Brand 2~3 Fusion
Bonded Epo~y Coating listed below. is (are) chemically the same,
material that was tested and approved by the National Bureau of
standards. SCOTCHKOTE 2~3 ,also meets ASTM A 775/A 775M-84,
ASTM D 3963-82, AASHTO M284-81 and AAS~TO M254-77
~~
pate of Manufacture
JUL 2 4.1987
JUL 2 41987
Batch Size
'7 c;.;lt(- r;, ~
"7 G-,) rj-t 7
/ $00 (It-
/s.~~
, "
Minnesott'Minfn~an,90M M~~uuffacturing
Signed___~
Title PllOOUCTION SUPJ:RIHTtHOEHT
Company
Dats
JUL 211.1987
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t FARWEST REBAR CO. ,
. " .- 7" ~ ~ -=
.,,-;~41-::._".. ;.--5l., --:..-__-:.:..:: 'r::'t,
CERTIFICATIONS
PROJECT
FOR
CONTRACTOR:
SHIP DATE
ORDER NO.
JOB NO.
LELAND CREEK BRIDGE
BLACK IRON
MORSE BROTHERS
09/18/87
8-09193
MB87063-l
(S,
" '-"
DATE:
09/18/87
Our supplier has certified to Farwest Rebar Co. that the materials
furnished on the belo~'listed heat numbers are of domestic manufacture
all processes, and confo'rm in all respects to ASTM Specifications ~6.l.,
Grade 40 or Grade 60 as specified, Physical and Chemical Test Reports
are attached.
~
HEAT NU~lBER
SIZE
4
330K426
FARWEST REBAR CO. "\
~~~ ~~Au"'-.J
Christine A. Volheim
cc: 2 - MORSE BROTHERS
1 - WASHINGTON DEPARTMENT OF TRANSPORTATION
~
Post Olllce Box 889 . Eugene, Oregon 97440 . (503) 886.2000
Location: 2000 Henderson Ave. . Eugene, OR 97403
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DEPARTMENT W' PUBLIC WORKS
1620 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385.3505
Gary A. Rowe, Direotor
Robert G. Nesbitt. P.E., County Engineer
No~ember 5, 1987
Hdqtr. Materials Lab
1665 So. Second Ave.
Tumwater. Wa. 98504
Dear Sir:
Re: Leland Creek Bridge Repl~ce.ment. CR0587, Contract No. SA 1025
3efreraon County Department of Public Works is re-submltting
the enclosed Request" For Approval of Material Sources for the
various items shewn ror the above referenced project rar your
approval. Please indicate the action to be taken and return to:
3efferson County
Department of Public Works
P.O. Box 1220
Por~ Townsend, Wa. 98368
i~:,
ItfrYOU have any questions please do not hesitate to contact
me at (SCAN)-576-7064.
Sincerely,
4~
Construction Engineer
enc: Requost for Approval of Material Sources
cc: CR0587, corres.
PWA02
~
'li!l
100% Recycled Poper
,~. ' ..l.
... ~ WASHINGTON ST"TE @
.'f.fIg DEP..IlTIlIIEHT OF TRAllSPORT"T!OH
. 62953
~
IlEQUEST FOR"":~PROVAl OF "'A~ SOURCES
... ....... """ -- 0 '7 5
c::::.. A ... t JDf;:' 10-5-81
....-./
ConI. No. _
SA 1025
BROS 2016 (5)
ctty/CountyorS.R. No.
344009
F,/o. No.
Section
...
......
No,
CRD589. Leland Creek BridQe Reolacement
DE.&CRrP11ON Of IIAftRIAt.
00lJIItCZ& OF au",L'f'
~I""'" ~"",lICtUNr'aB'.ftdMPnNo.
37 Precast eoncrete traffic barrier
Utility Vault
Auburn, WA
Utility Vault
Auburn. WA
Ck(.......J,..l...- c1-.....1-
M ~A~
,..-4-1
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. ,he'll rev .wed hem. above forcon'ormlnc
'reet IPlc'tflcatlonl. ,.qulram."nt. .n:t ~cmm.ncf opprovll.. the.. "em, conform 'hereto ( 'do not concU'I' (Attactl cOmment."
AHV ~~ ;~ ~~ '';;'~~':~~ '.~ ~'i':~~~~ALENi TO; ~;';.;~ u~~ ~! ,.;;;oo~~ .~~ .'!EN ~~~~~'s ~Q -. .
.tl'I!Cft'JCAnON OTHER THAN bE N'PLJC.l8Lt: ITAtIOARD IPEClPICAT1QNS AI ~ HAVE BUN UNDERLINED. ' , . .'
iDa'AftTUENT 0" TAANIPORTA"I'1ON "ATltftlALa LAal')ftATOo-.V uae ONLY
. aouroel of .up;.lt tor all M-.nl ohIr*ed (J)'" app'o~1 oo&umn "1l\Ppl'O..d to, P' on 1M ,bow ~ provk&ed IN fMllriollt '"U....'.N.Colrlpt;'"wtth aJllpecftlotllonl.
AonOnOfl'em..~".tlolatedb)'~ltlttMapp'il'W'IlooIl.Inln"lHftttlledperltMtDl1ow6na1llOd4.: ,..~;:. '.-..:.. ,~/I ~
t. 8cKMoe Approv.d. Appt'OVal tor ChlI'tDI of lIof.Il~fftu" bfIllCV1'9d ftomttt.....Oqnl,.,.............. ~~J*CMpt.'.'.7 ot~ ec.n.U\lctlon ....nuL t:,...
2. Apprawlwtlht.Id;.Ibmlt..mpa.ltOf."..I",lftlryl.lluIUon, . ",' ,:..o'.:"r;'_n \
I. ApprO<fI' w1thn.ldj .ubmt1 bllwl MIM,"IM of mlnllflctur.r. or ,,.IUno pl'hl, 0'" i" 0 ~.... . . ,: . . \~~.
4. ApPI'OYlP'wtthM''':.Ui1l",)fT'''''porI'Kono.P.rt"".mPhl'lum.bt'(lIknOWl'l}'~d 111l""",,'kIn:A,"",'" ' .... OJ. __,; ;:7:, ';::":,
1'. ApP'lJItIIlwtthMld;pt.lIU~bltl"~I,)Q""1'.Jnd/orlhopd,.w1ng., ~_ ,.~tl'lj<\. ' n.- _'OJ :--
e, ApptOw'I""hMld:~c.c.::r ~~ ",~ ~~ ' " ,~,
1. 8ou~ ApProY~~ AOOflP'lnC41 of UII.rill. lor .,rOIIC1 u.. .. '0 be con f)MI ~Gf1 owtlflcallon .f .'tho, tno ro.tll AM.~n IiMnut.rhr'. or kI.mltlutlofl elf tDtIIO"
_,",.ct... ....7". .." wo.'" OM ...'"',...." 'm', .., th. .,.'. , co.. _....., P,.".,...), '.....
::. ../ 3 ..:::~
~~\4"I' JIlu.~ . Dt~;., Adlttl". "1'IIIwld by
~b.,fjrn"_~~'E~~ --'"'"' PhonlNo,
carollino' ~ f'oots...P-r'iO^ r:
....t1I1In.pOlfi~ --..L.-
Mu..>;;
"
, ~"'~I'I'~,~~,.~"o;"~""'!':JI"'.'f"''''''''T<'"""lil
-
'.
ljMORSE BROS.
~ Corporot#! Op#!rations Olflc#!
RECEiVED
NO\' 02 1987
October 3D, 1987
~'Er-FERSOio! COUNTY
Ef~Gn~E!:::r~s ~F'FICr=:
Jeffer~on County public Works
P.O. Box 1220
Part Townsend, WA 98368
Attention: Bruce Laurie
Re: Harrisburg Prestress Concrete Plant Aggregat.e
Source Information
Sir:
material source for ~he ~ourse aggregate is Morse Bros
site at Harrisburg. (Legal description: Township ,15.
4W, Section 21, Tax lot 100, Linn county, Oregon).
the sand is Morse Bros. Corvallis
Township 12, Range 5W, Section 12;
oregon) .
The raw material source for
s1 te, (Legal description:
Tax Lot 600, Be~t~~gcounty,
'::":-~J '
, Sincerely,
MORSE EROS. I~C.
9:~
Assets Manager
Ijln
cc: John Brown
Harrisburg Prestress
~
31160 HM'Y. 31
Tonlmt, OR 97J89
Phon#! (50J) 918.6191
e
C;6J D-~ J-
DEPARTMENT m: PUBLIC WORKS
1820 jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-3505
Gary A. Rowe, Director
Robert G. Nesbitt, P.E.. County Engineer
';,''IOC;
October 29. 1987
Mr. Wm. C. McKasson. Pres.
W.C. McKasson, INC.
P.O. Box 57
Shelton, WA 98584
Re: Certificates of 100% American Steel, Leland Creek Bridge
Replacement. CROSe7, ~ed.gAid BROS 2016(5)
Dear Bill:
J:r~>
.Jefferson County has not yet received ar.y certificates of
Materials Origin for the items permanently ~ncorporated~lnto the
above referenced project comprised of or containing steel
construction material. The County must receive the certificates
~n order to process payment for the items comprised of or
containing steel. Additionally, any items that have been placed
or util~zed on t~e project pri~r to the County receiving the
certificates are placed or utilized at the Contractor's risk. In
the event any of the items fail to be certified, for any reason,
it may result in the Contractor being penalized the cost of the
~mount of material not meeting the certification, or the cost of
removal and reinstallation of the item, or the cost of the entire
item, or combjnation of the above.
If you have any questions, do hesitate to contact me.
Sincerely,
~.
Con~truction Engineer
xc: CR05~7, corres.
FiolA 02
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~ Jefferson
CONT, NO. SA-I025 S,R. NO, County
LOCATION Leland Creek Bridge Replacement
SUPPLIER McFa,r,l and Cascade
PURCHASED BY '~~?W. C. McKassoft..
.40# CCA
..
SHIPMENT NO.
MATERIAL DESCRIPTION
ITEM
G, R. Posts
8locks"'"
Posts
8lock,
.- RECR'I'lEO
i1i-....---~~
Materials ,Acceptance Report .JEFFERSOI" COUNTY
ENGINEERS OFFICE
FED, AID NO,
BROS 2016(51
LOC,\TION T acoma, WA
I nc. PRIME CONTRACTOR Same
Treated Guard Rail Posts
".1;$/1
HeAT
NUMBCFt
NO,
SHIP.
I ZINC I
COAT'G , DIAM.
I
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I CHARGE
MLlMBER
! ..
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I PENE, I D~TE I
T:iATION ~HIP~EO ,WEIGHT
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SIZE LENQiH
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TOT A~ OF A60ve
SHIPMENTS PREVIOUSLY MAPE
TOTA~ WeiGHT TO DATE
~J:ii"
TM above "'010rlo11s accepted for shlplnent to tho project on the bsel. of Inspection by thlo of lice and monufecturer's
mill tnt certificates Bnd teet reporls on file In thle office,
, roti!f
tp.,...
DISTRIBUTION.
01.,'1 FII........".1".........'''.....
aen'l FUe. .........~.."..."..".",....,
~ellg(...."."",3",..,..;;".;";,..,
denor.,S,ta,te"Ai,d,,,,,,
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December 17. 1987
,-
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-~
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SHIPMENT NO,
Materials Acceptance Report
-
ill ~ State o.ca-tmem DfT~ion
Jeffer,on
CONT. NO, SA-1025 S,R, NO. County
LOCATION Leland Creek Bridge Replacement
SUPPLIER McFarland Cascade
PURCHASED BY W, C, McKa~,on.
(~lMATERIAL DESCRIPTION .40# CCA
~) ITEM N~~~~R I SIZE
I 611x811 6'
i ;.;~q 1.' ';'211
, I
I 10"x10" I 6' ,<
! AllX811 ' 11_1'"
,
I
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FED. AID NO,
BROS 2016(5)
LOCATION Tacoma. WA
J nc, PRIME CONTRACTOR Same
Treated Guard Rail Po,t,
APPROXIMATE PERCENT FINISHED
REMARKS 'll.~\>l"
Shipped from inspected stock.
RAM~ 52947
Shipping Notic&'#56134
Th. above meterJalls accepted lor ehlpment to the projocl on the bsals of Inapection by thla olllce and manufacturar's
mill hl.t certlflc.te. and test reports on IlIeln this olllce,l)~t
NO,
SHIP.
LENGTH
G, R,
55
55
12 I
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Post,
Block,
Post,
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':TAATION SHIPPED
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TOTAL OF ABOVE
SHIPMENTS PREVIOUSLY MADE'
TOTAL WEIGHT TO DATE
JOhn~, ~adlP' E,
Materia ngln or, ..
By DJI\. J.bcA...
December 17. 1987
Moterlals Inspector
.""
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~
TERMS. !'IEl 30 ONf!! tlrtOM SHIPMEt-,f ~ NO OISCOUNT If Nor PAID BY ntAl CArE L.ATE PAH..1F.NT CHAHOES WII.L.!J(: Dlt..um AT Hit: !lATE Of" 1 BQ% PEn MrJNIH
ON ALL PAsr DUE IMLANCES. IF Af:JPlICABt..E' STATf: LAWS nl10Ulne A \.ESSEA CHARGE, 'n-IE: MAXIMUM At..L.OWABLr;. CONTRACT RATE UNDER STATl:: STATUTI!S
WILL APPl.Y, ANY TAX OR CHARQI; IMPOSED BY ANV OO\lCf\NMeHTA~ AUTHORITY Oil AGENCY UPON THE MANUF'ACTUna, SALE, mORAoe OR USE OF ANV
COMMODITY AEFErfRl!O TO HEREIN, SHALL. ae: FOH PURCHASER'S ACCOUNT IN ADDITION TO PRICED NOTED UNL.ESS COL.l-ECTEl.) SEPARATELY HEREIN,
~ P.O. BOX 1400- TACOMA, WA. 08401 0 p,O. 00)( 0"10- SANOPOINT,ID. 63064
REMIT TO:
o
OJ. ORIGINAL
'_L
-dII
*
CERTIFICATE OF
QUALITY
ftMcFarland Cascade
POST OFFICE BOX 1496, TACOMA, WASHINGTON 98401
THIS CERTIFIES THAT THE FOLLOWING LIS'; OF MATERIAL WAS TREATED IN ".C.
, WlISlIl:M<.'"'rON STAin Miqhway Standard Specif1cat10n8 for 110lld II
COR DANCE WITH 'fId.a-".. C,...uL....~LJ.u... 1'77 ........ ~l.lll.J(..) .. "-u,,.~(.)),.
TO A FINAL RETENTION OF _0.40 POUNDS PER CUBIC FEET,
YOUR ORDER NUMBER OUR ORDER NUMBER ~2
0.40 pC!' p:e....our.. CCl\-C 'l'reat:ed LU1Ilb"r or 4200
6 x e
55/1'2"
55/6'
i"";/;
e x 0 12/1'2"
10 x 10 12/6'
('If::
JEFFERSON eOUNTY
Lll1.ANO CREEK BRlOOt:
ShiE2!rrg Notioe #56134
'{Jr'
CERTIFIED
McFARLAND ciA'SCADE
BY --2l1-,~ /t07-r.f.hu..i
LAb Tech411'l:O.an
.__ DATE
11/23/87
TITLe.
,- --
..
-
-
ft
CERTIFICATE OF
QUALITY
~Mcfarland Cascade
POST OFFICE BOX 1496, TACOMA, WASHINGTON 98401
THIS CERTIFIES THAT THE FOllOWING liST OF MATERIAL WAS TREATED IN AC-
WASHINGTON STATE Highway Standard Specifications for Road &
CORDANCE WITH~ge-C~"",,c~iefl. 1977 Fara. 9.1G.3-(2) & 3 e3.3~
TO A FINAL RETENTION OF 0.40 POUNDS PER CUBIC FEET.
YOUR ORDER NUMBER OUR ORDER NUMBER L 9992
0.40 PCP Pros sure CCA-C Treated Lumber T 4200
6 x 8
55/1'2"
55/6'
8 x 8 12/1'2"
1.0 x 10 12/6'
,;:,,:
JEFFERSON COUNTY
LELAND CREEK BRIDGE
~h:l r;mint;1 No'b..'l en fl:5fi114
CERTIFIED
McFARlt>ND CAS\1~D~_ I
BY -~~2Zcct.A~,'-':I2!_
TITLE Lab Technician
DATE.
11/23,187
~"rr! ,.,,,f'~,: ,~\ ~.~",.":"::" ,'T'.~rl'~~'J."'jl'rr!';l\t':~~t.lt~J..r- ~
--
...
COnsumel'Informatio]1 Sheet
~ORGANIC ARSENICAL
1f.~=~WOOD
~
.-/
CONsaWER INFORMATION
TIlls wood hns boon preserved by ['remlre.treotm';nt
with .n ErA.roglsterod ['estldde conlajnln~ Inor~anlc
orsenle to protect It from Insect ottock ond docor, Wood
trenrd with inorgnnlc o<senlc should be used ani)' where
such protection Is Importon!.
, . Inorganic .rsenlc ponetrates deeply Inlo andremnlns
In the pressure-treated wood for 0 long time, Ex['osure to
Inorgonlc orsenlc mal' present certain hozards. TI,ere-
fore" the following precautions should be tal:en both
when handling the treoted wood and In determining'
where to use or dlspos,e of the treated wood,
USE SITE PRECAUTIOf{S
, Wood pressure-trented wIth waterborne arsenical pre-
servntlves may be used Inside residences as long as all
sawdust and construction debris are cleaned u[' and
disposed of .fter construcllon.
Do not use treated "..ood uncler clrcllmstances where
the preser\'ntlve mal' become n component of food or
onlmal fee.I,l!xamples of such slles would be strllctures
or contahi<i"rs for storing silage 0" food.
Do not use treated wood for cUltlng,boards or COllnler.
tops. '
Onl)' treatei:! wood Ihat Is \'Islbl)' cleon and free of
surfnee resIdue shollld be used (or patios, decll' and
'Wnlkways.
, Do not use trented wood for constrlletlon o( those
po,'tlons o(beehlves'whlch may come into contact with
the hone)'.
Appl'OL~d by tbe U,S, ElluiJ'OI1/1lenlal Pl'o'ecIiOl1l\gell~I'
Trc:lleu wood :ihoulc.l not be lI~cd 't\'hcrc l~ mm' come
Into direct or Indirect cnntact with public drinking "'mer.
except for uses involving lnciucn:nl cuntnct such a~
docks and brid~es,
HANDLING PRECAUTIONS
:(,:a
Dl,spose of treated wood by ordln:'~' trash collection
or bllrlnl. Treated wood should nOI be burned In open
fires or In stOl'es, nreplaces, or reSidential boilers because
toxic chemicals may be produced as part o( the smoke
and ashes, Treated wood from commerelol or hiduslrlal
use (e:'g" constn,ctlon sites) mOl' be hurned only in
commercial or Industrlallndneralors or boilers In accor,
dance with state ond Pederol regulations. ' .
Avoid frequent or prolonged Inb:llmlon of sawdust
(rom treated wood, Whon sawing and machining troated
wood, wear a dust maslt. Whenever posslhle, tllese o['era,
tions,should be performed outdoors to avoid Indoor
accumulations o( olrborno sawdust from Irealed wood.
Whon power.sawing and machining, 'Wear goggles tq
prntect eyes from flying particles. '
Afterworltlng with Ihe wood, and before eallng, drink-
Ing, and use gf tobncco products, ",ash Olposed areas
thoroughl)'. "
U proservatlves or sawdust accumulate on clothes,
launder before re\l5e, Wash work' clothes separntely from
or.her hou5ehold clothing.
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TenMS: NE:T 30 DAV~ FFlOM SHIPME:Nr . NO DISCOUNT, If: Nor PAID BV fHAT DATf. LAn: PAVMENr CHARfJE8WILL., BE BIL.L.ED ArTt-iE; HAJE UF umoA.
PER MONTH ON Al.L PAST OUE BALANces. 'IF APPLICARl.!! !)TATE l.AWS REOI.',;~E, A 1.ESSER CHARGE;, THE MAXIMUM ALLOWABLE COI.JTnACT nATEUNOER
STATt: STATUTES WILL. APPLV,
INVOICE WILL FOLLOW PROMPTLY
neCGIVEO
BY
~j~5/.:', ..
t ,3::.10:,\f
"1200 LUMDER 8
1':;~5/t!~~1I (OUt-J)
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r- oep~rtment of Transpor18' n I
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-rYPE _ L
NORTHWf:STERN iERRITOfllES, INC.
I1clJort
1'/4 h7
.ce RecE'i.ved in Lab II /IOJ 67
of Concrete Test Specimens
..Ita Molddl
Job No.
'll.,.:nt..)G,c:'I="'GRSc:JA/ CCJUN'7Y OEPT; oF" i-t.,/3"IC VOR;l:::.S
,,'tress R<'. a.~>< 12ZO / Pi>.r:.r 7C>&Sl-N.:u;:,..u>, J.-?_ 'l &3'0&;1;,
"I-rrN.. BRUCE L.-4C/R /G
I U Ject
~Gt:..,q,v1;> C~lr6~ O~'P6G'
>."tract.or:
SubcontrnCt.or __~>.___._._..___
Cn~t By C~/G~r _
~.lIlcrete .supplier
r
Concret.e Spcr.:if ications
Temperature
Unit t'lciqht
Slump
Desicll
J_
^ir Content
A,:'tual
"luired Compressive Strength:
psi @_Days
: litional Requirements:
-+--
o
CompOJll.111 tn
,en t ~'ype
1"11." A",u...,t/Orand/~'YP"
llOtx: Allin ..nt/Bral1cl/'I'ypc
se ^qq.
No. of Sacks/C.J.
F'ino 1\99.
--_..~
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."ther
<lllldrk.s/r,ocation of Concreto PlaccmQnt
::J C - /':?_ /.I r, <:'.r.'~r;. f;>
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51'l.;.lC imon Spnr; i.llv,;.~n TORt r~ Rnq tn ':cr D.\tn 'I'n!;<'11 ^roa1 Un,it
110, 'I'YllO rMys !lumb,1r 'l'ot'lted I,Utltl 1,011c1 rs.t
.:JC-/?. 1:,"1>'/ IZ" '7 III/ll:;"' 9..~ ~:r~..J 2o:;.e1 3"120
~ ~:"'-I...~ t:,"tf -I "Z-" :z.e I :,/:I~,'l
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NOHTHWESlHlN 1 ERRITOIIIES, INC.
z
Fllg:m,'ers a l,md 5I1H'f"rtlfS a rl.1"'lrl.~
Construction Coardtt1.1llOn . MaterialS ieslmt;
-ryFE" _
C~,'.li~~.',J
Rcport of Concrcte Test Specimens
,Job No,
'," Molded
IT. e Reel _ lied in Lab
.-l-TrU: bR(./ce "-A"R'G
d,"nt;_~".FFG.e.s"^" Co"N?''>' OSPT; of Pbe"-Ic .voR,,",'"
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t:..GL~~ 1:> ce",";": O,e 'PQG"
'1ect
ontractc r
subcontractor
,j.crlO?t.c ~llnplj pr
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--
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'l'cmpctaLUrc
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Air Content
SlWHI?
~"ilr:rn
t\c:tulll
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J..'si @_Oays
,-lditiondl Requirements:
~($!!t.",.,-
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-
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NO. of SacKs/C.Y.
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ConS/fuel/on CoordmilflOI' II MaleriC!!.~ fl!SMg
NORTHWESI'ERN TERfl!TOr\lf:S, INC.
l1ellort 0 f COllcre te T es t Speci mell 5__
<lte Hold"" 10 I q 187
~ Re<JI::lved in I..ab IO/lSl8'
'li.ent ..::>~,c-F"G,e.sCJN CC1f.,1N 7"Y O,aPT; C,!,:- Pbe~/c '\/o/.?.tC:S
Idress Re>. B"'>C IZ= / PoJZ., !2><.:),Nse:r;.fI>,. t.,};o;, 'll;'3'~ 2i
.Job No.
leCt
L.Gt..4r_1P. C.e.~EK ~'7'/z'P6G
'qntract.. :;
_._____ Sl.:bcontrac~or
. ,t.crer.~ ~uppU er
Concr.ete spocifications
I
l
t_ 51\"1\[.>
Content
1'cmpCl~aturc
~ ^lr
~i(>Z:..rm
J
:1r.t.U,) l
:'f"{fdrt Compr.essive Strength:
psi @_Days
Iddi tio:
Ruqu lremen ts:
-0-
.Yi;'
.:.... ,.<",~'
'.':
C:omDOIIL'llts
oman t ''''t1e
No. of Sacks/c.y.
,rnLX AnlrJunt/Ur':lI.d/'l'yiIIJ
,I ',.X Anh,/~nt/Brand/'I'yp{"
1I1!l rse I. I I.
Fino 1''1</9.
I.li !1cnll.1Jlt"OIlr':
'.\cher
"'r,;~rks/ l~aCil ticn 0 E Conc~..:::to P l,lccmon t
.Tc..- oS L4..~<.d
.:t"c..- <::, I,
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2l:l-piJrd",*
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c.eo {i;o 7
..
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Uo. 'l'}'l'r) lJ~'Yf:.l Ill:mIJ(>L' 'l'cstuu ],o[\d
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l' <-~ - ~ ,." """ - 1lli.Jg,:z
7 c..-" b "1'1 ~ I Z. II '-1ot..D
-L-L~ ,--,
~,~ rhr.r rlr,HTIl (rnrJ:l rnOl 1l.Ir,rl rc:: ".... 011'''' ,'Wil ~r" "~nl II1UI "r,., "r..,,,
7""'--1
1<A~-dIPL,~....
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Cc1.;.it By C"-'G'~r
Unit t':l'Llht.
-_.~
^ir rt'crnl)'~_
10/ "J /87
.,
--~
At'c., UI\.lt:.
Lo.:1(\ PST
?_~..:z..2~
Z&.Z7
22>. '27
Meterial: C,~
B~:
~ol Sample No.:
Certificate No.:
Quant: Represented:
Aggregates: Washed
Stockpile No.:
Used at: Sta to Sta
Sempled~ , ~,.......~I
Sempled et: ~ <;:'1 rE
Oete: Sempled /0/29/ C7 Tested
MiX Design Oesired:
Field: Acceptance Rejection
CaJJ~ CL/1SS ;eX
ID No,: ..1 c.... II
Field Test No.:
Truck/Car No.:
Produced to Date:
Seal ped
Pit No.: ~1Lf<1
, . M~;L,,",,~ 1"'5~~&:..:.~
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION *34J: C.,>:\";"~",i.:i;~
ist. Lab, No;: ' '^'-'-'~'3
Hdqtrs. Lab. No.: '~~;''il
Contrect No,: CJZDS87 .' SR No,: 3<f'fod'! ':'
Section: / ~D C.;<, ~C4E?' l2a>~~
F ,A, No,: B1Zb ~ '2.0 ! '" LS ')
C,S, No.: _ '
County: .:i~"" CO,
Contractor: J1If CJC.A.s~"/
Subcontractor: __~
P\ace;
Organization Code:
Forw~rded by:
sPS No,:
Date:
Field Test Results. Report al\ screens used:
Asph.lit in Mix: Design
,,,,.r
~i
Bas13d <f?leld est .:
% IuJ % Extrect
%
r Al7X.JTJ..-
Other
SCftHlft
Field ~P.ss
DIIt. ~tl. % Pus
Spec's.
Mis e
Fra 10f& Fine:
FraClure Course:
Field
Din.l.ab.
Gram!l/Lbs.~RemoYed by'Di5t:rict: Lab:
Remarks: ..'90=;~~
DOT :~~~~~o.~,:o ~~ll~ewcg~~yWn~ ~~g;.P~~I"'"
':)
...a,~~./7 C ~8U9'_,ff' ///,.....
,Q/~--~----6"X"'2-cYt:INDER"I::>'
c!..
l
Project: Engineer:
phone: ~
~
39s;" -9 J Ie 0
M't'ls Fl,le e--
Phys. Testing ~
Chem Lob
ProJeot Eng.
Olst. M' t'ls Eng.
Gen File
QC
Dist Admin
Labor Codes
Cylinder No....,.....,.
Laborat.ory No. ",.:....
Date of TestlTest Age,.
Height. , , , . , . , . . . . . in, .
Diameter....,:...." in..
.." Cross-section, :: sq, in. .
.eight of Cylinder.1bs,
l1Ie1 ght, 1bs. psr" cu ft.
Maximum load.".,..lbs.
CDMP, STRENGT~..,.,psi.
Fracture, . . . . . . , , . . . . . .
REMARKS:
'ft.Jt.e-\- O'!oL\~
,-I-\k\\ -\ - O:M>.,
JOHN R.'ST'RADA P.
MATERIALS ENGINE R
BY: Ju ~
DOT
- ,
WASHiNGTON STATE DEPARTMENT OF TRANSPORTATION
51;- ~;?;::;~
Din. 18b. No:: i~.,:::.2::;'~~~1
Hdqtrs, lAb. No,: ..,. "::1
Contract No,: CJZDSf57 " SR No.: 3<1ofocfl ':..., , "'I
Section: / ~D 6<. ;i9i:jt:>fe' i2G>~svr-"
F.A, No,: '2.0 S. 2.0 I'" S'J
C.S. No.:
County:
Contractor:
Subcontractor:
Place:
Organization Code:
Forw~rded by:
SPS No,:
~,,;=-
M cJCA.~>o"/
,To, MATERIALS LABORATORY
Material. CE7-7e7Jr Cau~ <:..l.J1SS AX
~d: ID No.. ...) c... I J
~ol Sample No.: Field Test No.:
Certificate No.: __ Truck/Car No.:
Quant. Represented: Produced to Date:
Aggregates: Washed Scalped
Stockpile No.: Pit No.: Y. - IW
Used at: 5ta to $ta
SampledrrAC5L. ~ L ~~l t'A~
Sampled at: ~ ... r r-e::
Date: Sampled /q/Z9/&7 Tested
Mix Design Desired:
Field: Acceptance Aejection
Date:
Field Test Results - Report all screens used:
Asphalt in Mix: Design
1
{%:)
Based 'f1'leld as .:
% ~ _% Extr.ct_%
Other
Screen
F;':'d %Pau
DIn. ub. % P....
Spec',.
SIS
Mis el
Fra lUre Fine:
Fracture CtJurse:
Field
Oi". L.ab.
Grams/Lbs."Removed byOistrict Lab:
Remarks: ~~c...G' ~~
---+-- Project Engineer:
DOT :~~~~~D'~':O ~:III~eWC~~~:l~~~~Dry.P~~I"'-' 1 Phone: ~~
:J
;.,v::t,""" ~-ef /)D 'k, AUY=,~,fI/~"-"
~___J~_ 'fj,)('Z-cYLlNDER.ll:~'
c..
Ory 0 Wot 0 Dry
3f3$" -"11 k> 0
Cylinder No...,........
Laboratory No,..,....,.
Date of T estlT est Age..
Height, . . . . . . . . . , . . in. .
, .
Dillllleter. .. . . . . ',' . . in. .
'Croiiii;;';iieoti6~;;. sq;in;:
Weight of Cylinder.lbs,
Weight; lbs, per ou ft,
Maximum load, "..,.lbs,
COMP, STRENGTH..,..psi.
Fracture, . , . . . , . . . . . . ,.
REMARKS: --Co!. I,'
M't'ls File ~
Phys. Testing ~,.
Chern Lab
Project Eng.
Oist. M't'ls Eng.
Gen File
QC
Dist Admin
Labor Codes
Date ~. y.... ~ '0 By :J"~
TL/Le- \- 0'i!>4'"1.
Tltl.o+\ -\-O~
JOHN R. 'STRADA P.
MATERIALS ENGINE
BY: ..Jo(,(f&/ ~
.
'i'
DOT
1SP1-
, : ,.... f ,'\ ,~'J~':-"'_-.:'t~.,-...,:,c..''":''\-'''>f~ ~._ ""'~"?'-:..
-
No. '....
To, '1.1ATERIALS LABORATORY
" +'31.,
WASHtNGTON STATE DEPARTMENT OF TRANSPOnTATION It'
Dirt. Lab. No.:
7 Hdqtli. Lab, No.: __
Contract No.: ~ 58 SR No.:...!t:f:j;~
~ CJC.. E~ ~fAN"'JIJ~
> 'Z..ol &, (
N
Material: ~ Co~ C!..A-SS
Ilrand: ID No.: ;:rc... ( L/
~ral ~o.: Field Test No.:
~ifi(:ate No.: Truck/Car No.:
Quant. Represented: Produced to Date:
Aggregates: Washed Scalped
Stockpile No.: Pit No.: V-I</-4
Used c.t: Sta to Sta
Sampledrrested by: Cl1:::~o^, =.
Sampled at: ~13 517"€'
Date: Samp1eO 111..,.1 'l>7
Mix Design Desired:
Field: Acceptance
Tested
Section:
F.A. No,:
C,S, No.:
County:
Cor.tractor:
Subcontractor:
Place:
Organization Code:
Forwarded by:
SPS' ;0.:
~...J
/vOCJ<.....r;.,,J
Ce.
Date:
,.
Rejection
Screon
FI_ld ',*,P..u
Dltt. LaD. '" Pus
Asphalt in Mix: Design
SIS Mi c aneous
f:r ClUte Fine:
F ractur~ Course:
, "
Based Aiel \ TesrNo.:
%~_% Extf8tt_%
Other
Field Test Results. Reportall screens used:
Field
Din. Leb.
S~'s.
20~ -38'>- <71(PC)
Grams/Lb.. R.'W'x,e;! by District Lab:
Remarks: __L:t:;;Z:;"..t r:E;'
DOT ~~~~:~o.:j:o ~~III~ewc~g~y'NJ~~ gt~.p~,~"
D4 ~ 198;; ~
-0 ,,~,.~~ e 9-t/~ 6 X
Phone: ~
'2 CYL:INDER TEST
,~Cylinder No,.."...,.,.
,~~Laboratory No.,...: ,...
Date of Testllest Age,.
Height. , . . .', . . . . . . . in. .
Dillllleter. . . ,. . . . . . , in. .
'-CrOl:s=sect'ion::", sq. in:;
Weight of Cylinder.lbs.
Weight, lbs; per au ft.
"HaximtJII load. . . . , . . lbs.
'~,COMP,STRENG1~.....psi.
:'Fr'ac1:.ure'.. " , . . . . . . . . , ,
..E\ REHARKS:
'";';"',
Cu..e
, ,-, ,', "',',.;
Date t. r'& trBy~~
TLj(,,~-1-03'-1~
T'4l.lf - , - D3l.\:2..
OHN R. 'STRADA P.I::
ATERIALS ENGINEER
Y: ..4~~ '
,
'1
Material: ~ CoNCR~ ~SS A:.t
fjrand: 10 No.: ;:rc. I <I
~trol Sample No.: Field Test No.:
~ifica1e No.: Truck/Car No.:
Quant. Repretented: Produced to Date:
Aggregates: Washed Scalped
Stockpile No.: Pit No,: V _I<f'i
Used at: Sta to Sta
Sa",pledrrested by: ~o,v C'" ,
Sampled at: =13 5 1rF.
Date: Sampled 1/ 1-+/ g-; Tested
Mix O..lgn O..lred:
Field: Acceptance Rejection Other
Field Test Results. Report all screens used:
'ORM ...'... Whit. COpy with SlmplO f-
OOT Rev,.eo .,,, v."ow copy W p'"J, "...' I
.....
o 4 ~ 19Se-J
~:~~{l..~ ~ P-if-cr~ X
.---
To. ~MATERIALS LABORATORY
Screen
FI.ld "",pus
Ollt. LIb. % P.U
ICylinder No.,.... ,'....,
:~~~~~~atory No.,..,:,...
,..i.,.ollt.e of Test/Test Age..
i;~.H.eight., ,. . .. .:: . . " ,in. ,
'::Oilllllet.er,. . . . . , . . . , in, .
-;~::;Cfoss;'section. , . sq. in, ,
X"-.ieight of Cylinder, lbs.
;;,n~ight. lbs, per ou f't.'
'C\,:,HlIXiIl1l.In lOlld,. .. , , ,lbs.
~~~~~u~~~~~:::::~~~:
:,';', rX",,1. ,REMARKS: ,., -1\ \ ^
.;.\1'.... ~
.~:~.r-ti't.1S File "'.::
':1 ,Ptll'S:> Testing .
,~~:t ,Chern Lab
';-' 'Project Eng. .-
~Dlst. H't 'l~
--
----
~
!;,,'.,,;,"
,,>;',;'
;';::":.,"',
-,,~"
~Il
to 2.-:;-
WASHIN3TON STATE OEPARTMENT OF TRANSPORTAT,ON
Din, Lab. No.:
_ A~ ....07 Hdqtrs. Lab. No.: --
Contract No,: '-''-'''' ~ SR No,: 3of'fccA
~ C.K.. l;~ ~(~Fm<~
$ UJIlr> (5
Section:
F,A. No.:
C.S. No,:
~<...J
jtACJ<...,>,..,.J
Co,
Count';':
Contractor:
Subconuactor:
Place:
Organization Code:
FOI'W.arded by:
51'S No,:
Dute:
--('"
.....) i
Based ,tnli.IJ<~O':
% leJ" % Extract
%
Phone: ~ 20rb -38<>- CJI ~D
12 CYLINDER TEST
I.:,:........
Gen File
QC
Dist Admin
Labor Codes
T~!o.:'-l -0347-
T..J1.1l - \. 0;$42.
OHN R. 'STRAD.A, P.E.
ATERIALS ENGINEER
Y: J;"" ~
.
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Valley Nut and Bolt Co.
10111 TILLEY ROAD SOUTH
OLYMPIA, WA 98502
(206) 7544877 /'-800-56243968
~,.:, // -;J
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Valley Nut and 130lt Co.
10111 TILLey ROAD SOUTH
OLYMPIA, WA 9860~
12081 764..877 "-800-56243888
'HAMI . w. C. UaltA:1S0tl
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B4CKORCER r:--.
WRITTEN L--..J
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90340
--."------"'-"i:ii'--.-
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~ SH<ON WA 98584
( ~(M,l.flOf\()I.flHO. II-IIPVIA ItllPWHIH OflOf,flOATI IltiIPtI^Te INVOtC!lOATI
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!!...~.._----
~0~~~---:-~~~-}-_=~~:~::-~- -
t.
111"---.'
IUCillVIODYI . 'T~~:~__~:~ TOTAL Z-3,l..lo
THIB OLIP MUST ACCOMPANV ALL. CLAIMS AND RETURNEe I'ttMG.1YJ% Pltn MONTH CHARGSD ON PAST Due ACCClJNTB,
-tlrPL1!A81 PAY PPOM TH1SINVOICI. STATlMINT BY PIQUIST QNLY.
<'.I..d,;.""..;.."~'\I01'''','\.~;.\'.......~".,,>..'''<
'"'''~"'~..-._~..-.......~'''-,......-.....,
SHIPMENT NO.
-
ili---~:",T~
€I
Materials Acceptance Report
Jefferson
CONT. NO. 5A-1025 S.R. NO. County FED. AID NO. BROS 2016(5)
LOCATION Leland Creek Bridce Replscement
SUPPLIER Util itv Vaul t LOCATION. Auburn. WA
PURCHASED BY W. C. McKasson. Inc. PRIME CONTRACTOR Same
MATERIAL DESCRIPTION --S.Qncrete Medi an Barrier
ITE.... HEAT SIZE I LENGTH NO. ZINC ClAM. CHARGE PI!NE. 1 DATE WEIGHT
NUMBEP. SHIP. COAT'O NUMBER TRATION SHIPPF.D
Type IV Barrier I I
I I
Riaht Side I I I 1
Left Side 1
Middle I 2 I
I
-$- I I I I
I
.
I I
APPROXIMATE PERC~NT FINISHED TOTAL OF ABOVE ---
REMARKS SHIPMENTS PREVIOUSL V MADE
Barrier was inspected on project site. TOTAL WEIGHT TO DATE
RAMS 62953 ~..
. \..:;:.---...',-._..-I'..~!~~'
~4 " ,
The eboye mAteriel Is accapled lor shipment 10 the project on the bsslo of Inspecllon y:tI;,. qjiiCel.nd.man,;)~cturer's
mill lest certlflcstes snd lesl reporls on file In thla olllce. .::r nEe f:'1 1"~ I \.,
.....i -', .. ,,..-. ;.: ~.
4 "'..'....:~ .....
P.:~ .' r --:"i
~}:~i.0:0;..\.:.:;.,>':7
C~,BUTION' x
~:~..I, ~~II::.:::::::::~::::::.::::::::::::
0111. Eno''''S'fii't'e'''ATif''':'
Prol. EnO""'''Je-f'fe-~i\'''.;oe. ..
Joh
Moterlels Inspeotor .
Mlllerl
By
.December 16, 1987
DOT =?~I~e~~'P:l "8~1l.
.-
SHIPMENT NO.
-
iJ#_....._"'T-
Materials Acceptance Report
Jefferson
CONT. NO. ~2.-- B.R. NO. County FED. AID NO. BROS 2016(5)
LOCATION Leland Creek Bridae Replacement
SUPpLIER Ut i1 it v Vau 1 t ,LOCATION Auburn. WA
PURG:-;';SED BY .1. C. Mc Ka s~I nc . PRIME CONTRACTOR Same
MATERIAL DESCRIPTION Concrete Median Barrier
ITEM
HEAT
NlIMBER
NO. I Z1NC
SHIP. COAT'G DIAM.
CHA;:;GE PENE. DATe.
NUMBER TRATIOp.l SH1?PED
SiZE
LENGTH
Type IV Barrier
Right Side
Left Side
Middle
1
1
2
~
-I =-.1.
;l.PPAOXIM;l.TE PERCENT FINISHED TOT;l.L OF ABOVE
REM;l.RKS SHIPMENTS PREVIOUSLY MADE
Barrier' was inspected .on project site. TOTAL WEI~HT TO DATE
RAMS 62953 ~-.. "k,
~ ebove malorlalls eccept"d 'f~r ohlpmont to tho project on tho b.ela of Inopectlon@:Ji:~~~~~~i~:~~~cturer'o
mill loot corllflcalea end leot reporta on fIIoln Ihla office. 3:(" ':lEG':?'! ':::>1 \.,
~ ".:.r;" .,.,S ~.
~IBUTIO.1o XT!!); Jph R. Strada. p .~~ \.: i' ..,.....
~::'.II~:I::':::::::::F:::::::::::::::: Mo'orl · n.ln 0 ~1(/i.}\"Il-o.~'>Y
0111. En.'...S.t:a't'e...II:\'o......
Prol. En.r......J~Tfe-r.~'Olr..Cp. BV' MOlorlRlolnopuctor
.December 16. 19B7
DOT ,~~~l~Il~~~:l ,WI-
WEIGHT
~
\i;,;;i
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Olympia, YJA lil8504
12bY'(AC.E:nJe>Vf"
Co.
8ua
DEPTH
'Z- II wrOTH 0 I
0- 17-
tAK.i::SIO€ - SHIAf~
CEMENT (Type AND SOURCE)
(r-..ANr)
cr... or Type
o AaCoPa
+-
o alSuT.
o PoC.Co
S18. to Sla.
M.P.lo M.P.
Mln.-Mu.
Air Temp. and
Wealh.,
Hour.
Operatad
~Frl.,_1
L
L
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'\it;.1
CMon._
A
~ T.80.7/1-1.
A
R
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a
A
T
e Thu'8,...~_
SiA Ifc-fO~ - ..Ds;"
5711 not:)
o
95o...e.s
Tolal Ihls Week
~5".? ~
e-
<f7. ? G:.
DATE OPC;RMION REOAN
Brought Fot'd.
Total 10 Dale
PLAN Ql~.~NT
.,"'"'".". ;J6.~"n'tO/Uf'U?/e-:O 7iL~{)t/ Cf).
_"~VS(N~ {A1~~~
:;.;::: '{~i\;
IJ1I1t
-r?/YIp
((~C;
o
27.5"
(,~HerJ
PeACE})
,1fJ:l
((it~ ~:~;)
',.,J:
DOT ~~CI~.~.4~'~..l .1IU.
DI8TRIDlITIii'Ni'?)!
wfn'-t~~illqw"It'1
CANARY-OI,Wel
rml(....Prnl.~t
s-A--- i 0 v;:
v-
N o~ 't _ 45(j027
To. MATERIALS LABORATORY Dist. Lab. No'
. /1 (' , -r,.... Hdqt". Lab. NO:)'AC; / /Op
Materi.l: l:.Ru..5 i--I e.J> $c..U{:Htc.! tJ,g IOf> l {)U.~ Contract No.: (,.:f.n ,t;'i\'7 ~. SR No.: ?J'i'l DO'!
brand: ID No.: __. Section:.1-filL!'.J[') ("i"~ ~~b ~e!)~
Cei Sample No.: \ Field Test No.: :> F.A. No.: . -e,-y..r;-:,. "7 0 110 ( S~
Certificate No.: Truck/Car No.: C.S. No.:
Quant. Represented: -1f2!:?\' . Produced to Da~- County: ....Jr)..(..{.~ fl:5'(1)
Aggregates: Washed Scalped Contractor:
S10ckpile No.: Pit NCol.: ,}- t t7 Subcontractor:
Used 8t: Sta to Sta Place: Date:
Sampled!Tested by: Organization Code: . --
Sampled at: Porwarded by: Co<Uif\{ (DAe.. ;('
Date: Sampled Tested sPS No.: \
Mix Dasi9" Desired: Q I
Field: Acceptance __ Rejection Other 8aseftln Fif=-..eot No.:
Field Test Results' Report all screens used: Asphalt in Mix: Oe,ign -& ; an -=- % Extract
e SIS Field Oist. LlIb,
~O 0
WASH""GTON STATE DEPARTMENT OF TRANSPORiAT'ON
0.....
White COpy with Sample
Vollow COpy lor prOj.}..1I0S
.....
.._~~;UG ~~sa8J
\ ...
1
"ORM 3::;0-O!l.
Re:VISED 1'10
Phone: ~ 3g5-9/CoO
C6~ iC1?:77 07-1 e(: h'Z) t5'Gv.
--r~
AGGREGATE FOR -L~c:::--
COARSE AGGREGATE
w FRACTIONS
~ pa~CeNT
o 0
.7" :2
Lab. NO.-:r A- S I) t) (~
FINES FROn."COARSE AGGREGATE
SPfCI'IC
RI:'lOUIAI!MI!HTS
steve:
PI!JlCJ!!NT p,t,SSIHQ
T!9T .::r':lI'n
PASSING
SCREEN
lit.. Sq.
No.4
No. 10
No.20
No. 40
No.eO
No. 200
Liquid Limit
PlallltCi!Y Indolil
TOTAL (L Sand Equillftlonl
FRACTURE: Coarfll'l , I ,.ry q!, Fraclure: Cin-; ,
~.!~~!.!!!--~. Sulk npcclllccmwlty(SSO) ~nljOn F8ctor
Stabllomltler n",.llItanoot ValufI "R" Swoll F'rutlure .l.--E~.!E~lJrl!lctt!lrlllllall
MATERIAL: =:~ :")..,, '- \ \b"
j;;;XClq;,s(VCl. -oQ...V~\O.h;::...:::::..Oo...~'t. '<:.~"'''''''''''''''l..~'
Questionable Deviation - oj:/:. 4-0 2-D 0:""
MUaFiI. aeri:PiI. C.BOA COD'S ,. 5l~.P 9, n 1~OO ~ .
~~:~~::~'ng x. ~\~\,Admln. ~tt OJ42\'i~!: JOHN R. 'STRADA P.E.'
~~::~~I~n~~~1 .. i =l'"~ T4-~C- MATERIALS ENGINEER
:s..-1l.f<'.."('.M.... ,~~ j /4-t;tl../f<"l. BY: J"'P,1I ~, ...
~:!. '
i~
'2..
~
%
l'
DOT :~~~~60'~1:o ~:ll~wC~~~ywJ~~ ~~gj.""05 ,
.....
C., ._ __. ~ '" iUG ~?SJ
C- <.::;..-, C-
Phone: ~ 3gS- - 9/ &" 0
Leb. NO.-:rA-S I J tJ ~~
AGGREOA'J'e FOR
FINES FROM COARSE AGGREGATE
PO\SSING \
scnEI!N
~ --
11')::tY~
~f if, I
TOTAL
peRceNT
SPECIFIC
R!OUlRI!"'I!Nl5
SteVE
plACIHT PUIIINQ
TIIIT I tlfo'l:r"":""
1/4' SQ.
No.4
No. 10
1'40.20
No. 40
NU,BO
No. 2~9
L.lquld l.lmll
.~;~: Ploallclly Indox
TOTAL Sand EQulvslnnl ',-liW;;'
FRACTURE: coerM" Fraclu,.: Fino "jj'-
WelO, In Los ^ngAlos Tos~ % Bulk specIfic gtlwllV (SSO) Oll:arndnllon FaOlor
Slaullometor Reslalonco VQlue "A" SWlln'pr~sallrO::-~7 OrnlnaOll: ChflraclarillllC!
~ ~ .., :..),. ,', '- \ ~
"" X <l~"!!>\VQ. -O~V~ ,Q..n.= ,-,oo..~~ '<".........-T~~.....'
Questionable Deviation - :tt- 4-0 t U:> 0
~~~I:,~.~:,":X.' .... ~~n,F.!!!.._J!_ -rq,r> L'.O" COP.. rG;.....,p...,.,.I1'1., 0 1q~ ~
~cMm.L.b . , CI.,.Admln ,'\gC. OJ42 JOHN R.'STRADA P;E.
~;::~~I~n:;D. L . I~ 'T4-('r~ . MATERIALS ENGINEER
::s'...r'~C!.:<"o,:,o"'" ~"" . -r4-4qt..lX'R '':'*;'BY: _ ..J"',p-" ~. .~,
'2-
V.i;"<
...:.---'
_ ...._ ..",n, , ....."...
----
.; ~,~'7"..~ 4........;.. !:-I."!:: . .:.~~-!;. 11:..':
INSPECTOR'S RECORD OF FIELD TEST
Sample No Pit No....'i'.:::::UJ....,.....
Date..,...7.I..I.~\~:::::::::.;~e....l.':t.~~._............... Cont. No.Q;P.~?,Z......
..........Vv,t.~.~~.................Aggregatt: ror......c.~~.~....?.."'~."S"':':::::~.~)A,:::r.P.l? ....9?Y/??.f;i........".
o St~ Provided Source: 0 Contractors Source; 0 Informational Sample Only; p.u j'4atet'ial being
placed in stockpile; li<f Sampled at point of acceptance: 0 Field test or Control Sample I~o.,.........J....... ....;
o Progress Sampl.(No............................; Total wt. of Sample Taken .....S-o=r=t: ...., (before split).
SIZes &t>>:,> RE'I"AlNED PASSlNG
21/;,................;i05s. ............. 'fo............... %
2 .................... " .................%.................%
1%................... " ................0/0...........,....%
1~................... " .................%................%
1 ..................... " ...............%...............%
%..................... " .........,.....%..............%
~t::~::::: " ::::::::::::::::~::::::::::::::::::~
~::~<l:~::#;-;; ::::i:i::::~:::::j::;S::::~
Pan ................. " .................#4.................%
1t57.1 TotaI13.1,'.L?''' ...............10................%
20.................%
30................%
/771.1 8e 40.....J..k...9'0
50..................%
80.................%
100................. %
/'l1'B.'2. I a,~J.o q".~ 200.3.,.+......%
1I./'iJ7.fioistffe'btnten t.................,.............................
SPEcrFICA TrONS
FRACTl>f(E
............................................... ..................0/0
..0/<
.......,%
.....H....H...._................M....~...._..... ..,....q~
.............................-....,.........,........ .................%
..................%
:::::~:::::::::~:,t:OO..~~:::::::::::::: ...,..............)~
.................... ...............%
.j1
::=::::::::~~~:::n~t..:::::::::.::: ::1?":. '7c
.. ..%
"old
Fine Grading ('I." Minus)
U,S. I.j'O.
RETAINED PASSING
.,..::~ ::::::::::::::::::~
::::::~ :::::::::::::;:E~
.............% .....................%
.........9'0....................%
..........% .....-..........-......%
.....................% ....,..,....~{,
.................% ...................%
.....~...............% .....................?;)
..% .................%
...........% ...............%
:::::::::::::::::::e:::;:?:1.::::S:::::
4.......................Gms.
6........................ "
8..............
10.............
16........,..
20................,....... :;~i
30........................
40
50
80..,
100..
200
Pan........
Total ....... SPECIF.
Organic p.p.ro.. . ....................,Max.
Sand Equivalent ..................... ........................Min.
Fracture Finr.' '.,...... ~0_,;J,:_.."."..""..% !VIin.
f itJ:~
~~~~~~~. W~t:...jgr~;:~..........
:::::::::::::::1Qf~::~:::
COARSE JIo.OOllEOATE."Q
Wood Waste........................ %
Fracture '" ......................_ 9'0
~:::g3%
II e.. 3
SPECrF,
.....-:n..:::!.......9'0 Mmc.
......07_'......9'0 Min.
COMPUTATIONS
o Conditionally Accepted.
rJ Substandard MaterIal.
o ReJected; DescrIbe corrective action taken and disposition of non-specification materl&l.
o Written notification .~~\rejection torwnrded to Prime Contractor. I Canal'Y copy)
REM" UltS
Tnsrector ..<~-!f~:~ ~i':":,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,'ifZ!J:ti;:,
Contractor: by. ..................::.........."...."".,,,..,,,,...,,:,,........,........,,..
. "..~V~'1'''"'',.~{O~I".~'''i,.."..~pV'l'..n~ .-
INSPECTOR'S RECORD OF FIELD 'fEST
~sample No.."..,.../................, Pit No.............. .....
~ Date...~!?lge....... Tirne.....L.P..':3..r:L............... Cont, No.CRQS:?7
....~...........Aggregate for.......~.t/(::;:J:.?, ~~t:+Y::,\.P?.. .~?~.~.
f~I-'S~Jprovi'ded Source; 0 Contractors Source; 0 Informational Sample Only; r3 Material being
p13ced in stockpile; ~ Sampled at point of acceptance; 0 Field test of Control S"mple No. I
o Progress Sample No........ ...., Total wt. of Sample Taken. (before split).
SIZES RETAINED PASSING SPECIFICATIONS
~'Y:,'.. ....:... ....~:..:~ :.:,:..:::t::. :::. ..:::~ :::::::::::::'.::.::::'.:::::::::=::::::::::::
1%................... "................%...............,0/0 ..................................................
I %............::J.... " ............,.. %............... % ...............................................
I ".................%................% ...........................................
%.................... " ..........,.....0/0..............0/0 .................-..............FJ................
l}~.....Q..,...... "...............0/0.................% ...............,.t.QQjL........
rs::~~ ;.~;::::::::::::::l::~.:~ ...............--.....................
qee.S' 'A.J.7;.).~,3 :>7-i;;(;;;,.... 0/0Q!Jt.V'..!"!0 ::::::::::::.~~:7.~:::::::....
Pan .................. "..................~4..................% ...................................................
173<;. >Total ............. " ................10.................. 'Yo .. ............................................
20.................. % . .................. .................................
B~ :~:::::a::::::: ~ :::::::::::::::::::e.::::'?:y.:::::::::::
50.................% "...................................................
80..................% ..................................................
r<l.~ 'Z~q.1 'tt:~ ~~~::I::i.:::~ :..::::::::::::::Ie::9.::::~i.
ID../; iJ.~/fJ.fe Con ten!................. .............. ...................
COARSE ACOREOAT1!'.S r:;
Wood Waste....o':..I..........%
Fracture .. ....................... 'Yo
FftACTlJ;!tE
l..;:~"::":~~;:"-:;::o.
6........... ...........70 ....................0/0
8.......... .........% .....................%
10.............. .....7c .....................70
16.............. ' .. ;/0 ....................7'0
20..... ......................% ....................%
30.............. ....................0/0 .....................7'0
~~:::.... :::::::.:::::::::: ~ ::::::::::~c::: ~
80........ .................... 70 ....................0/0
100..... ....... ....... % ....................0/0
200.......... ..................... 'Yo ..................... %
Pan....
Total..... SPECIF.
Organic p.p.m.. .... ........ ........................Max.
Sand Equivalent ..................... .......................Min.
Fracture Fine ..................% ..................% Min.
Other........ ..................... ..."
Seiving-D Wet; [;1g..Dry
.............%
.........0/<..
%
..~:..;..........%
.........%
c'
......./('.
. .....$~
.....%
r'
:::;;/.c;:..: ~
.....%
.................'70
SPEClF.
.....................% Max.
...................% Min.
COMPUTATIONS
;i~~it
REMARKS
o Conditionally Accepted.
o Substandard Material.
o Rejected; Describe corrective action taken !lnd dlsposition~fnon-specincatlon matp.rlaJ.
o Written notification of rejection forwarded to Prime Contrti~lor.. (Canary copy)
~
Jefferson County
DOPJ\~tmen t of
Pub''1!ic Works
Inspector ~=......................................................
Con troctor: by. .........................................................................................
.,"~,1"'\..~':'".\1\!'$,~!(t""jFI::;,i1~r!~,~,~,,';:, "
~;:)r{ l~l"' 60Y7 5r-=l i C'2.";-
~M.ATERI':~: ~A~:RAT~'~~ WASHINGTON STATE DEPARTMENT DF TRANSPORTATION Din. ~ab. No::
M.ter\~I:('IZI)Sl-iei) SreU)O( 11)1' 1np ('oul<)(. Contract No.: C:~~O s'?'7 Hdqtrs.~;~.~~:: '.''1'100'/ -'
ll,~~nd: ____-----'- 10 No.: ' ._, Section: /-OIlM/.> C fl.e r_ 'r"~Z\';;;'('-'E' Y'f:'I"I.\\(_e:rl"/</
ControISemple"No,: \ Flald Test No.:_-L- F.A, No.: r~'~O':') 7 (. \ k; ( '~ .:>
" C.rtlfic.taN&'~~ TrucklCer No.: C,S. No.:
. Ouant.RepreMmted~'Jt.X"j.r.~ Produced to Date: County: . ,)Q~.h-' i-;:'SOJ.,.)
Aggregntlls:, Washed Scalped Contractor:
. StoCkpile No.: Pit No.: '/. II'! Subcontrector:
Usod at: Sta to StB Place: Date:
Samplod(rested by: _ Oruonlzotlon Coda:
Samp!.~ at: Forward.d by: COr;;r01 1.'1\ L
08te:~S:mpled Tosted srs No.:
MI. Oa.lgn OOllrOO:
Flald: Acceptance . Rol.ctlon Other Ba,od on Field Te" No.:
FlelclTest.' Rosults :"Re~~nDII screons used: .:~!;~j;~
1'6 /10 (Cil.l '''J! 0151. Lob,
,~o 'J,,?, 1'7- 'i,~
w.t cry 0 w.t . 0 Cry
C~ i/ ( .-'-
"'';''t~,X,'''\(~1
Whlla COpy with Sllm'plQ
YOllo...... CQPV 'cu Prol. Fila.
Phone: (sC)iNl
--~) ~f:'.~ ~..S
. .
. '. ..' ... .
.... .' . .,'
:.. .... .. ".", .,",
'. ,'" ..,...':.... .,' " ...' . . . ,. .... ,'.. .'.
--c' '. . ,. .,..,.... ..,.. .:,
," ':, ..... :': ,.: · .' ,',' ',."... '.' ..'..,..{in.
.. . . " ,.. " : . . .~.; '. .' '...
'.' .:.,..", .':':,'. ..., "...'. ' '.', : '.; ., ".'
," :. '...' ".:.... ",'. ,'.: .'. . '. ,
. ,...... . .': . '<.," ': ..;,.;..,. '.:-':., ". '",' :". 'to-
:", .' .' ..' ". ,... . ...' " .' ......., '. .' .... .'
i. . ..' .'....' '..'. . ',. :.. (.
." ;., '. .'..." ,..'.'.. ..' .
", " .. .'.. ..,..:.... . .."
it< , '... '. .'.'. ..... ..:
,';, . ", ,; '. '.' .1l:;;' ' .' '.' "
.. . ' . . '.' " .. ,
..... " . .',; ,..,.'., .'
, :.~.., ' . ,:' .... )s:,. . ,..... . '.
'.: .'. ,,"" : "',: .... ',:":". '.
'" :; '<" "'..' .' .. ..' . .' . '''..: ..
,;;. '.' '.' ',' ., ...., ',' '.' '.
',' ..... '.':"".'. ','. .... ., ",'.. .' '. . --.. '''', ' .','
:;; : '. .... '..' ..,' '.. , ' ;. "~; '::?'( '--. ,:'>..'
. .'. .'., " .. ...,.. " " '. ..: ',)- '.
j ,.,' ' '. ". ".., .:0:,' " ; .
',.. '.' " . ..... ". ..,..,
,'. ....::, .,' '.... ".. :':" .,';.,;.:'. .
. ." .. :' . . ;'.' '. . ::; ",' " ..
;: ...., , ,.,. :, . :....'. .,'...:... '.' .':.'. ". ....
,'.' ',. . ". ".' . .",: '. '., '.' . :...'
.' . ". '.,.. . ." '., .,:,
. ;.'..'i .....,....,. ... .... , . .. ....> ",;: . ,
.' .' , . . .:, .:.," . .
.' i .; .......\... '. ..' .... .0
'!' .' ... .,.,. . '.,..,' ','; .. ......, .
.... ,"" ' ,'. . ' '. "'. '.." '. .'
';,.. : .... ':., \~. .: .",.'.. .:':i .i
>.', ,: ..'... .', .... . '.' . '..
. :' .... '.' , . ...,.. '. 'd':
. .... .'...: ;: ,:",..
.,'>......:. '. '. ..... .....:" .... ':. '.', '. '.'
:. ,', .....: ..... ..' .;. .... '.
.;..,.>:>.. ,..,. ..' .>"::"
'.' :...,.:.,'.'; ." " . '. i.
..... ."....
-
.
,
~,
~
I:".'
"
Ii:
'.:::)1'1 Ie z C;
No. !ilX::l {~5g(l3:"
~ ~ WASHtNGTON STATE OEPARTMENT OF TRANSPORTATION
:" ~MATERIALS LABORATORY
Materiel: ))",,'ji)-lllcT CeNt: f{' 7E ctJY:<.... '3'
Brend: -"--r-'- 10 No.:
Control Sample No.: FIeld Tost No.: ___
Certificate N9:L,_~ Truck/Car No.: r ...~
Cuant. Repre!lunted: ",'_~C) I' Produced to Date: ,-:;:'..,1 I
Aggregates: Washed __ Scalped .
S:ockplle No.: Pit No.: ----'=C.. ';'..9....._
Used at: Sta to Sta ..
Sampledfrested by: ----
Sempled et: --i'l;?c;y'<:T ';;"Tt:: --.
OlltB: Sampled ~~/ I,;i'/f':. z:.' Tested--
Mix oe.lon Desired: --
Field: Acceptence Rejection
\'l!f.i:,
Field Test Rellults. Report flll screens used:
. ,,~O;'...'
..
.
,,'i:
'.
Dlst, Lab. No.:
Hdqtrs. Leb. No.:
j'^~ SR No.: '-~~'fc.ICC)"j
1^::'~.~,:: ". -;;;: ,w:~,~."
FrncllIrtl Finn,
-I _-- --_ frocl,uroColHSoi 11M'
I" Snnd Equlvnlnnt:
. _-----:- s.'l---'('.' w.. 0 0; 0 W.. 0 D'Y
P,rolnct Engineer: ~.( ."...)!/"".-,;;r ( C\.;-i't:..-v.:..9r
f'hone:.(ScA'N) 7C. (".' ""r"..<; .'J) "'0
( Irf.iil
f'.Nm'
Contract No.:CP.'G~1-,7
Section:
F.A. No.: rJ='('j" ~ 7' t~ J~.. ( 1
C.S. No.:
County: ~f'.".'Tc"', ..
Contractor: \r.-::.-r" J. '\.' cr-,..,,17,(
Subcontractor:
Plnco:
Organization C'l'Jde: _,
Forw~rded by: _~r " -/ ~- c.. J-I;:"-
SPSNo.: __'
Othor
_ B."ed on Field Tost No.:
LSent..""
'.r-~
.\ Ol.f, Wib. 'WI Pal.
I
I
I
I
:F
Spec'.. ,cJ;,
Grem./e/it Romovod by Dlml"t Leb:
Remnrks: ~."B771;1~ 7/'-).;"'.) r: i71-il>1'T11 C,J/
r@9 ~~~~:~o ~~~)
Whllll Cofl'. ",1th Sal11ple
'fellow C(J,.~I for Prol, Pilei.
Dato: .
.'
01'.>'
. --"fL, -' " ; ::> l':;':~~;:::.:~~ ,
I'.' . "'''.
-
WASHINGTON STATE DEPhkTMENT OF TRANSPORTATION
MATEF.!A~S LAEORATORY
BITUMINOUS SECTION
-..-
Transmittal No.: 456030
@)
Hdqtrs. Lab No.: B 752
Contract No.:
Section
S.R. Number:
Pit Numbe.r
Field Number:
CR 587
Field Date : ~19/88
TEST OF ASPHALT MIXTURE CLASS { B } Received Datb: ~/03/88
:::~~~~~~::::::::::~~;~~~~:~;~~~~~::::::::::::~~~~~~~~;~~~~::~~:::=:::::::::::::
HEADQUARTERS FIELD () ()
5/8 in. 100 ** t lfrO
1/2 in. 97 NO ./ 90~ 100
3/8 irJ. 87 DATA p', /,75-90
1/4 in. 66 REPORTED 55-75
No. 10 34 ** 32-48
No. 40 17 . /." 11-24
No. 80 8 1 6-15
No. 200 4.7 3.0-7.0
Asphalt % 5.3 C. 4.0-7.5
Sand/Silt r;.2 wi 5.5-10.5
------------.---- '-- :!!'"_- --- ------ ------- ---------- ---- ------------ -----------------
..~ESTS------~~-- ~-------------RESULTS----RECOHHENDATIONS---------------------
================}==================================================================
344009
Y-88
1
St<lbilometer
35+
Max. Density (Rice)
Bulk Density.
AVERAGE
% Voids
Ic-" f"
l{'r.-,fJ '''0 '",~,.,
". .(,k'::JVE/D, .,.
I.UG 1 ,') .,~ --',
. 1988
JEj:;:Fi:ij~SO
ENGINiE~\1 Cl.)liNi'Y
S Oi-FleE
~i~;;F' . . ,.,~,,:-
-----------------------------------------------------------------------------------
----------------------------------------------------------.-------------------------
.,DISTRIBUTION TEST CODES COMM."!:NTS
-----------------------------------------------------------------------------------
'7~~..;:;:i;;;::----------C;---r'-,i;~-------~1~;~:;::;~:~:~;d;';;;-;;;i;;,;;ri-...---
~t. Admin..,~______ ~157-1
~~:~:u Ea~:~~- JOHN R. STRA21:~:MATERIlaALSEN~INEER
Const. En~r.~~!, . . l~.,.' /., It,';;'.
Diat.Mst 1. Engr.___ Date:08/0SiB8 By. .' :!l. (.-oC.. e.U..~_.~~
I '.. .......... ..,..'.'. 'fd,
-
,
WASHINGTON STLTE DEPAF:T~NT OF TRANSPORTATION
MATERIA~S LAEORATORY
BITUMINOUS SECTION
--
Transmittal No.: 456030
Hdqtrs. Lab No.: B 752
Contract No.: CR 587
Section
S.R. Number: 344009
Pit Number Y-88
r'ield Number: 1
=;~~;=~;= ~~;~~~:;= ~;~;~~ = ~~~~~=~ = ~ =~ = = = === === == == === = ;~~~~ ~~~:~;~ i~~!~~! == ==== =
SIEVES PERCENT PASSING SPECIFICATIOaN ~
========================================================== =p=t==~=================
HEADQUARTERS FIELD ()
5/8 in. 100 ** /" 14rtJ
1/2 irl. 97 NO \/ 90"100
3/B irJ. 87 DATA p./ 75-90
1/4 in. 66 REPORTED · 55-75
No. 10 34 ** '" 32-48
No. 40 17 11-24
No. 80 8 /t 6-15
No. 200 4.7 3.0-7.0
Asphalt % 5.3 c: 4.0-7.5
Sand/Silt ,.2..J 5.5-10.5
---------------- -- ~-------------------------------------------------------------
-~ESTS------~~-- ~~-------------RESULTS----RECOMMENDATIONS---------------------
================\==========================:=======================================
StabiJ.ometer
35+
~ja:x. Density (Rice)
Bulk Density
% Voids
AVERAGE
-----------------------~-----------------------------------------------------------
----------------------------------------------------------------------------.-------
DISTRIBUTION
TEST CODES
COMMENTS
--------------------_________w._____________________________________________________
-----------------------------------.--..---------------------------------------------
[1at'l F.i1e _x
General File _x
Ast. Admin..''-'
~~~21:neer: --4:2.)
Const. Engr._
Dist. Mat'l. Engr.______
Extraction arId gradation e....aluation
only as requested.
.TOHN R.
STRADA P.E. ,MATERIALS ENGJ.NEER
/~, "J /;,t.
.y,~<w~
Date:08/09/88
~"""''''''':''l''r.<. ;tl..,. "....,.''!''',.~~I:ry~I"'P.'!r~~ _ ..J"
. .
-.
~. ~ 'i' ", . ,..'1:. ,>..:. ~---;.~. ~I;. ~ -:-.'....~~I 'l('-f',~ I -/'\;,. ..:.:
.
~""'((t/:.,._!,
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
MATERIALS LABORATORY
ASPHALT LABORATORY
c;;:;...
~
TEST OF PAVING ASPHAI,TS
1025
GRADE:AR4000W
antistrip,%
type:
SOORCE:O.S.OIL
C.O.C. Flash point,F
35~
t
425 min.
440 min.
.
i
~
i,..o"'"'
s
============================================~==~==============================,~
Distrib.ution:
.." Mat'l. ' Files
Gen' 1.' Files
Dist.Admin.
Proj. Engineer
JEFFERSON CO":'""'El>lSR':""'"
Dist.Mat'ls.Ensr. 3
Material does meet
,Specification reQ1l.iranlents.
Remarks:
x
x
3 x
\l;\~
x(2)
x '
John R. Strada,P.E. .
:t.~f=nW'~
Date 8/03/88 . ..., , . r,J
teleph'one .234'-710'W"
of
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
MATERIALS LABORATORY
ASPHALT LABORATORY
e
1025
TEST OF PAVING ASPHALTS
GRADE:AR4000W
ant.istrip,%
type:
SOURCE:U.S.OIL
Contract No. SA 1025 ~
Section: LELAND CREEK BRIDGE P~PLACEMNET CR05B7 )
S.R.No. ()
OO~~;".~~~:OO;;;:~::OOOOO;;~I~;;OOO~;:::O:::OOO~OOO~i;;~OO~;:0000
TEST: ~~~~~:: SPECI~ATfoN:
----- ------- EO:O-O_05~OO'=0==~1=5=-o200_0200_WOO
Abs.Visc. of. Res. .
at. 140 F,poise
(5
~
1-'"
s
35.7i
l
440 min.
425 min.
C.O.C. Flash point,F
\r-=-~
==~~~i~~~~i~~~~===============================================================
Mat.erial does meet
,5pe.c:ificati,Cln requirement.s.
Mat,' 1. Files
Gen'l."Files
Dis-t. Admin.
Proj. Engineer
JEFFERSON CO. ENGR.
'Dist.Ma-t'ln.Ensr.
x
x
3 x
Remarks:
x(2)
3 x .
John R. S't.rada,P.E.
. :..{);nw~ pJtA
D~t.e --Z~~3/f1a '
.' t.l'lephone'
0342
'1'
,-
&. ~eneral11 esting Lnb, .".."tories, Inc.
18970 3rd Ave. N.E" P.O. Box 1586
Poulsbo, Washington 983"/0
2601 70th Ava. W., SUlle L
The HART Company Tacoma, Washinglon 98466
~9;ru/ f~OATE
'V / +\:: 7-15-88
Oii!.;SlNAL
Brid e Pro 'ect
JOB NO.
B-7258
Goul'bO (206) 779-9196 . Tacoma (206) 27Z.6880
TO
~ferson Count v Dent. of Public Works
oat AM
P.O. Bo~ l2ZLL 65-75 ~I 2:00PM
Port Townsend WA ~8
THE FOLLOWING WAS NOTED:
General Testing Laboratories representative, Richard McCracken, arrived at the site at
anpro~imatelv 2:00 p.m. for com~action tests on tne Rice Lake Bridge project.
Tne contractor placed material in lifts of approximately 2 to 4 inches and compacted using
a Rex 700 smooth drum vibratory mechanical roller.
--------Tb.e inspector performed two tests. eacn one within 75 feet of the bridge on each side.
Bot.h tests wer~ye the 95% comoaction requirement.
c:> . Onp ~tD~aamDle-~~~p~puilcene Waste Disposal site stockpile and trans-
_p.arJ:.e<LJ:.a....t.b..e....la bora tory for t.ellti ng.
'1'hp gpnPTA'1 ~tary for Pl1hlit' Workr; Gp.orgia Mllrnhv. was notifi ed of the test results
~LI,:o, FIr In.';!):'Im rhiq d;:'lte~pA,qRArl t:o Mr Tom Morello.
TEST II WET DENSITY DRY DENSITY % MOISTURE % COMPACTION
.1 151. 6 139.1 8.9 99.1
~- 157.5 143.6 9.7 100+
Test #1 - the northea,9t of the bridge - 30 f.aet out
Test #2 - the nor thwes t side of the bridge - 20 reet out f-j;
Moisture _ Deni~LJproctor) - 140.3 ae Z,9%
,~:~\,
,~
e
Field Technician: Richard McCracken
,.,:lEL ~~
^ ) )rnvod b ,. .r 10 R. Hart Pres:ldont
COPIES TO
"
&'eneral Testing Laboratories, Inc.
. 18970 3rd Ave. N,e., P.O. Box 1586
PoutJl..oo. 'Nashington 98370
2601 70th Ave. W., Sulle L
Tn. "ART com~1'l'f Tacoma. Wnshln(llon 96466
G)ulsbo (206) 179~9196 . Tacoma (206) 272..6880
TO
~,efferson County Deot. of Public Works
JOB NO
8-7258
Brid!!e Project
OWNER
TEMP. ~l AM f
fi5-75 .., 2:00 PM
~ox 1220
~wnsend WA 981fi8
THE FOLLOWING WAS NOTED:
General Testio2 Laboratories representative, Richard McCracken,. arrived at the site at
aooroximate1v 2:00 o.m. for compaction tests on the Rice Lake Brid!!e project.
The contractor placed material in lifts of approximately 2 to 4 inches and compacted usi~
a Rex 700 smooth drum vibratory mechanical roller.
Bnth tp.sts were above the ..95% compaction reau:Lrement ~
The iosoector oerformed two tests, each one within 75 feet of the bridRe on each side.
OnP- prn~tor s8mp~leq picked l1~e Ouilcene Waste Disposal site stockoile and trans-
~tPrl t*n t"hp ll=1hor:ltory for tp~tinR
'T'hp gpnpr~l ~pr.rpt-Ary for Pllblic Wo~.r.:gia Murohv. was not'ified of the test results
_~phnnp, At" In.~n:lm r-hiq rl:lr.p-~~to Mr Tom Morello.
TEST #
WE1' DENSITY
DRY DE!lSITY
139.1
143.6
2
151.6
157.5
% MOl STUR E
8.9
9.7
% COMPACTION
99.1
100+
Test #1 - the northeast of the bridge - 30 feet out
Test #2 - the n.?rthwest side of the brIdge n 20 feet out
Moisture - Denist~tor) - 140.3 at 7.9%
(!)
COPIES TO
. SIGNED
Approvod by: J
i;
&l3enerat Testing Lab oratories, !"C.
. 18970 3rd Ava. N.Eh P.O. ~ 1S8e
PoulsbO, WaShing!on 98370
2601 70th A1/fJ. w.. SUllO L
1M MAR1' ~ Tacoma. Wa&hinglon 96466
J09NO-
8-7258
Brid e Pro ect
$ulobO (206) 779.9196 . Tacoma 1206) 272.6880
OWNER
TO
Jeffersgn County Dept. pf Public Works
Jefferson
wE,fJl-lEA
ClearlSunn
PRESeNT AT SITE!
lE1JP. "at AM
65-75 'at 2:00 PM
P.O. Box 12.20
-1nT-~ !ownsenrl. WA GR16R
THE FOLLOWING WAS NOTED:
Gene~al Testin Laboratories re resentative Richard McCracken, arrived at the site at
aooroximatel 2:00 .m. for com action tests on the Rice Lake Brid e ro'oct.
The contr.actor olaced material in lifts of aooroximate1y 2 to 4 inches and compacted usinG
a Rex 700 smQoth drum vibratory mechanical roller.
The insnector performed two teets. each one within 75 feet of the bridge on each side.
Bnt.~ teqts Wp.rp- above the q~% comgaction reoui~ement.
One pzodnr "Ample lillS.._pickerl "p at the Ouilcene Waste Disoosal site stockpile and trans-
@)
_part.pr! ro rhp "Rhor:ttory for t.p-~t'i ng
1'h.. &"n"r..' ,,"rr"I'nry~lIh' ic \oIOI::k". Georgi" Murohv. wal:LllQ~of th,e test results
hy ph"'"':'. ~t" 1n.~n.=:lm rhiq rlRtPr rn he .paas.e..d...to M'[' Tom Morello.
TEST H
-
\oIET DENSITY
151. 6
157.,5
DRY DENSITY
139.1
143.6
% MOISTURE
8.9
9.7
% COMPACTION
99.1
1
100+
---1-
Test H1 _ the northeast of the bridge - 30 feet out
Test #2 _ the northwest side of the bridae - 20 feet out
_~l!!.!L:'~t;1.J.RE.2s~!l..:-1~0. 3 at 7.9%
Richard McCraclccn
COPIES 10
'~
General Testing Laboratories, Inc.
18970 3rd Aven"e NE, P.O. Box 1586. Po"lsbo, Washlng'''n 98370
Z60! 70th Avenue W~St, Suite L, Tacoma, WA 98466
lhe HART Company
o
MOISTURE-DENSITY RELATIONS OF SOILS REPORT
ORISINAl
Client Jefferson County
Project Rice Lake Brid~e
Contmccor Jefferson County
Date Samplert 7 -15-RR
Date Teste~7-1"'-RR
__ Report No. 1
_ Project No. B-72~_
Test No. ~,32 __
Date Reported 7-19-8'3
FIELD DATA:
Source of Material Q11i " rpnp. W::l~tf' Dj ~pn~}11
Location Sampled -S.t.,oC'k-p; 1 p
Area Representing AI'! O:::A
Dept. or Elevation Sample Take!"'
Si t.p Sto('kpi 1 p
Vertical Limits
LABORATORY:
e:;ax, Density Dry H.O. 3 Lb,.IClI. Ft.
Opt Molst"te 7 . 9 %
Dry Den."(Min. (or -2L% Comp.) ~3:\.3Lb,.IClI. Ft.
I MOISTUKE % OF DRY WEIGHT =:J
rf!I
t 135
:J
u
0:
'"
c. 130
'"
"!
-
I-
:t 125
~
f"
~
, -
I ,
r,
f2 4 6 8 10
FIELD VALUES:
Max. Dty Wt. Opr. Moist %
Freid Dry Den. Field Moist %
Rock In Fill %
Density trlken Day ufter Fill Willi placed
Soil: Type & Color B,'own Hne nrnvelly sand
Test Specifications
ASTM D-1557
Cylinder
Drop.
Ii
lR
" Hammer
'10 Lb.,
<; !.llyers
BlowslLayers
'ili
Tested by _..~
~,'"
~.~
CERTIFIED BY,
..~
General Testing Laboratories, Inc.
18970 3rcl Avenue NE. P.O. Box 1586, POlllsb". Washington 98,370
2601 70th Avenue West. Suite L. ",coma. WA 98466
The HART Company
(;)
MOlSTlJRE-DENSlTY RELATIONS OF SOILS REPORT
Client Jefferson County
ProjcC[ _ Rice Lake Bridge
Contractor ....Jefferson County
Date Samplod 7 -1 'i-88
Dare Tested
7-1<)-88
_ Report No. .~__
Project No. B-7258
Test No. 88132
Date Reported 7-19-88
FIELD DATA:
Source of Material 011; 1 ("pnp W~,c;tP Di !=: po <:lR 1 Si lvp Srorkpi 1 p
Location Sampled Stnr:kp; 1 p.
Area Representing R:l <:If">
Dr.pc. or Elevation Sample "r.1.kc"--. Vertic::!1 Limits
...1,ABORATORY:
~ax. Density Dry 140.3 Lbs.lCu. Ft.
Opt Mo!sture 7. C) %
Dry Den., (Min. for ....25.-% Comp.) 133.3 Lbs.lCu. Ft.
FIELD VALUES:
Max. Dry Wt. Opt. Moist %
Field Dry Den. Field Maist__%
Rock in Fill %
Density tnkcn Day after Fill Wf15 placed
Soil: Type & Color Jk.own fine nrnvellv sand
Test Specifications
ASTM 0-] 557
10 Lb..
'i Luyers
<;6 _ BlowslL,yers
Te'ted by --Ihllm~_.
Cylinder
Drop'
6
18
" Hammer
e c,"""", '" .
? ' idnnt
I MOISTURE ~ OF DRY WEIGHT I
- I
I.r\
!;: 135
::l
U
a:
"'
.. 130
'"
"'
..;
~ 125
~
::
2 4 6 8 10
LAB MANAGER
c.~
General Testing Laboratories, Inc.
18970 JIt! Avenue NE. P.O. 50x 1586. Poulsbo. Washin~t()n 98370
2601 70th Avenue West. Suite L. lllComa. WA 98466
The HART Com~any
c
MOISTURE-DENSITY RELATIONS OF SOILS REPORT
Client Jefferson County
Project _Rice Lake Bridsze
COntrncror Jefferson County
Date Sample~ 7-1S-8lL- Date Tesred- 7-1eJ-118
1
B-7258
88132
7-19-88
Report No.
Pruject No.
Test No.
Date RcportcJ
FIELD DATA:
Source of Material _ On; 1 ('"pnp W;:tc;te-Di ~poc:;;:tl Si te Stork-pi 1 e
Location Sampled Sror.k-pi 1 p
Area Representing ~~
Dept. or Eleviltion Sample Tal;ep Vertical Limirs
~~:.~::~~ 140.3
Opt Molstute 7 . 9 %
Dry Den.. (Min. for -25-% Comp.)
I MOISTURE % OF DRY WEIGHT ~
'1/,(\
t;: 135
::l ,'I
u
'"
uJ
... 130
'"
5
~ 125
U:i
::
'rT
2 4 6 8 10
-
Lbs.lCu. Ft.
1 '13 . 3 Lbs.lCu. Ft.
F1E1.D VALUES,
Max. Dry Wt.
Field Dry Den.
Rock in Fill
D~nslty taken
Soil: Type &. Color
Opt. Moist _
Field Moist
%
%
%
Day 'after FiB was placed
Brown fine gravellY snnd.._
Test Specifications
ASTM D-1557
Cylinder
Drops
6
III
" Hammer 10 Lbs.
'3 Layers
'36 _ BlowsluWers
Tested by ----Iham11ll_Wi lSM
· e,",""""" ~
jr' ant-
I"
LAB MANAGER
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. co
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STATE OF \~ASfllNGTO~
COUl.'TY OF .JEFFERSON
In the matter of
RESOWT ION NO...3.=.a9
An !ri.~ent to Vacate
D. County Haad Right
of Way:
Garden Club Rood
x
x
x
IffiERfAS. after due consideration. it appears to this Board of County Commissioners
that it is not 1n the pUblic interest to retain as county rond right of ~Cly:-
That portion of the Garden Club Road, County Road Nlunber 585809 as shown on attached
"E:<hibit A" and designated "Parcel Bn. In Section 5. Tot'mship 29 North. Range 1 East. W.M..
nnd in contemplation of the Inngunge of the statute R.C.W'. 36.87.010, same is uselc3s.
NOW, THEREFORE BE [1' RESOLVED. and the County Engineer is hereby directed to examine
"aid rond and report his opinion as to whether this county road right or way should be
vacated and abondoned nnd all othm' focts, matters and things which will be of importance
to the Board, and chat such report be filed os soon as possible. The hearIng date Cor the
proposed "acatlon Is February 6,1989. at the hour of 10:30 a.m.. In the Commissioners'
Ch,unbers. Courthouse, Port Townsend. Washington.
APPROVED THIS~DAY OF~~~"7 ,1989.
BOARD OF .JEFFERSON COe~'TY COM.\IISS[Q~ERS
4...-i1-4.d.A' ~ (t..~~--
George C. B90wn. Chairman
SEAL:
.tZd~_
Lar~ ___
B.G. BroMl, Member
^~T:
(X MAt ct J Mct.-lf.-c},-
Lorna L. Delonoy
Deputy Clerl< or thFl BOCl'd
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NOTICE OF PUBLIC HEARING
INTENT TO VACATE
A PORTION OF COUN~Y ROAD 585809,
GARDEN CLUB ROAD
Notice is hereby given that a public hearing will be held by the
Jefferson County Board of Commissioners on Monday,
"F~'rH"l1;:)rY-D-_' 1989, at 10:30 A.M. in their chambers at the
county courthouse in Port Townsend, Hashingtol1, for the purpose of
taking testimony concerning the vacation of a portion of Garden
Club Road, located in Section 5. Township 29 North, Range 1 East,
H.M. ,
I certify that the above notice was posted as prescribed by the
Jefferson County Road Vacation Or~~nance.
I - 1.J-=--~--
Date
~ I(~___.
Scott Kilmer
Planning Engineer
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. 80x 1220
Port Townsand. WA 98368
(206) 385'915~
Gary A. Rowe, P.E., Director'
Rob6rt G. Nesbitt. P.E., County Engineer
~EMORANDUM
TO:
Board of County Commi9sioners
Bob Nesbi t, County Engineer P<-
FROM:
DATE: January 17, 1989
SUBJECT: Vacation of a Portion of Garden Club Road, RV0803, Shown
--as Parcel B on Attached Exhibit "A"
I have inspected the above referenced portion of Garden Clu~ Road,
and, finding it to be surplus to our needs.....recommend vacation by
Jefferson County.
RVO 803
100% RDcycled Papor
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In the matter af........!.:~=....9..~~9.~~...s:.~,.~!?...~2.~?..!....f.!?.~.~.!::Y....BQ!:l.9....~Q.,....~.:::2.~aR..rrr.d;.~.~~
The grantar......~9.!!!.~...s:.:.....?I~....e.':!9....J.!!E;Y.:!!:;...!!.:.....~.;J;.t1.;....i!.p.g....~.,....W..,....Il11i\J:;MQ~Od.:~.62!.?.;:;.-=-
.....~!!!!~...~.:....!?p.~!2!:9.X'!.:.....~.':!S!...~E;f.E:];.E.;!9..~....c;.Q.TJ.N.U......;!....MlJ.n;i..c.;i..p.?J.l...Co.r.D.Qr.a.tioo................-
far the canelderaUan af.......'..!l2...m.9.!l.~.t!l-.ry....gg.!!.~J.4~.:r::1!::I;..i.!?g............................... . Dollars
!Ilia alae ~f IlL.le(i~ t" seem.. te g....u\ter Il~ reaaell af Ie) iIIg a"t afta e.lallli..Jliftg a 1'"lllie read, coilveysand.,
quit.cjal;n~ to~.u'fty. &tU.T~~.tIu.l'!l'lIi1,~fi.wPotlo~fnlS'eWMe~P~a] estate situate' ~., JeHerson ..
County, Washington, 'm:
A t.llet ,~ ]ll<lld........................feet ..Id~, bd...I(........................iat 11\ ..lath ~.l ~lI~h 91d~ ef th~ fo~IHinr: de
s~FiBed €~Rter line of tlte ahs.:e anm.ea }toad as SHy:, ej eEl SHa lf~e8teB 8~. er SUB aeMpS
a portion of Tax Lot 77 in Section 5, T. 29 N., R. 1 E. W.M.
Parcel B - as shown shaded on attached "Exhibi't A"
and designated "Parcel a"
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FOR COUNTY EASEMENT/RIGHT OF WAY TRANSACTION.
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All according to the p,lllna and apecification for CRp,6n file at the office of the Dlrcdor of Public Worka, Court-
house, Port Townoend, W A 98368,
Sold strip contalnln:l..........9..d?~...........acres more or less.
Tbe E1nllter a]se gr!lntH" ,J,.Ner.ert eJSllrtt, tM light tv cel1~t. deL lIlIa (..AbIla].. ht__.JII.,i Gul u..d fill
~1t~~~he-llml~lw.-I8*
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Dated thIs.........!.7...=.::...........day of.....,c.'r.U,;b...................., A. D. 19. .-f..J.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORIZATION
AREA 111J/r/'da)~.v
PROJECT NAME VtLc1.LJ/tL.- &.r;ar~ c!uJr Rd.
AREA CODE:
PROJECT No:!:ro.0803
~-::;l/-3.
TYPE OF WORK
BREAKDOWN OF WORK ITEMS:
COST ESTIMATE:
TOTAL:
SUBMITTED /-/'1 19R1..
p(/p~, - J;4'Jr &-i .
APPROVED: ' 1-/7 19R.l.
BY: $ ~~ a72_
DIRECTOR OF PU LIC WORKS
BY:
:.:;<::~
ROUTE TO;,
o ASSI5Tf\NT({61RECTOR
c==J ROAD SUPERINTENDENT
I~ CONSTRUCTION ENGINEER
,INITIAL
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ACCOUHrn,G
BOARD OF COUNTY
CCMMlS510NERS
PUGET SOUND POWER & LIGHT CO.
1_800-562-6422. extension 7607
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TO
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~eff.erson County Public Works ~
Post Office Box 1220
DATE
L
port Townsend. WA 98368
RE: Vacate Ros. #1-B9
JCiIluary20. 1989
ATTN: Eileen
_J
RECEPJED
Our engineering department did a second
,,_field check ,c>fthearea proposed for
JAN 2 3 1989
JEFFERSON COUNTY
PUBLIC WORKS O!,=PT
o....,.e
Vacate and has def:ormipod that puget's
facili tj,e>l are within the road ri.ght of wa
Therefore. puget power has:.n..o objection to
the Vacate as proposed.
Thank you for continu~ng to notify, ua of
thes('jV<,\c.ations,
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BY f-u.;u.~
Will:l.eneHarris
'NOTeYe1ION01TQ..,J.:.~sociate R/E Agent ':.W'
.. lIlaNO Wl'"lITI"NO ....L.l.Ow Cr:JPllllft Wln1 C:AfIU(']N I~TAcr , wl'\\.,.. f\1'!F'l.."
910NI:':O
1, 1<.." lDlNI( CO'W,
IN~",'n~crIONn TO J'll'lCI4I"'lI"
OJ OIl1'''I';:M 8Tun. lClI!llF' y1H..1.0W cOp.,.-, ~'l'ufl,N W~tlf. CO,,"V TO ..NO.1'l
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JEFFERSON COUNTY
ROAD VACATION PETITION REPORT
Principal Petitioner: Jfa,yt.. ~~
Address: 3tJ43 Sfw03 UruJe Rd.
Jtr/t; OrcA rlJul 1 ?,3 ~ ~
Received: CYf2-./r() Phcne: 8''1 '5'-0 r., 'f7 Business:
WPA Number:
Petition NO.~ %22-
t1! ' '71.
.varJfH~ d>'-/"u-e-
Description:
BCC Public Hearing Date and Time:
Planning Commission Meeting Date:
Newspaper publication Dates:
Posting Property Dates:
Principal Petitioner Verification: B- C(-..;;(g By: SWb (,/~/i1
(date)
Assessor's Verification:
Notification Date. Adjoining Property Owners. Agencies:
Agencies Notified:~
Plu
. ir:f;L;:rtt~;;~~~r)
7/a}~.
Adjoining Property owne~s Notified:~J~e~~~~~ __
yt'fffY/:J. 1wdJu",,.( ,d U /';'If.l ~"
/ :!'<:i', l
Dato fnr Return of camment.:~,Z:-f.o
Expenso Report:
Newspaper Publication Fees:
Filinl! Feel
TOTAL:____
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;vII}
(C)
(C)
3efferson County Department of Public Works
ROAD VACATION COST BREAKDOWN
VACATION PROJECT NOMBER RVO
PETITIONER NAME
ADDRESS
PHONE:
LABOR: C; oS
Kilmer: _L__ hours @ S /-- /hr.
Breskin: -0 - hours @ $ /hr.
Simon: .)t.(,....;) ~ID hours @ $ 13 :?3- /hr.
Addi tional:
132~
.rl .;J5'
Mailing Costs: ~ @ $0.-2'2
UttIJ.H"..IIf(III
Publication Costs:
TOTAL:
Filing Fee:
TOTAL:
Xeroxes:
JIG
@ $0.10 each
TOTAL:
Compensation
TOTAL:
Other:
TOTAL:
TOTAL:
GRAND 'fOTAL: $
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Aft'.~vit of Publication
STATE Of wASHINGTON}
COUNTY OF Jtt'tfRSONI
FRANK W. GARRED. b.,ng 1""0'", la,/,' h, Illh, p..bl"h,tt of
,h. PCIfI To....n'./ldll.ff."on CO..1l1., Llader. a _",II'"
r:a_lpop., _hie'" hOt b'ln c,labl"h,d, p..bln"ld 'f1lne Eng"''''
lanqueq. Gnd Clu"lnlld (onl,n"ou.ly 01 d ...,.i1l., n......po,....
in the lawn oj POri Tow,",nd. In lo"j COUIlI)' o"d 5'011. ond la,
9'/'Iuol (.,culalla" In laid CD""')' for m",. lhan tlA 1C.] mal'll'"
P'iO' 10 Ihl dDI. 01111. "'" publicatIon ollhe Nol,CI h",'o ot.
IDCIl,d. olld rho, Ihl 'Old Port T",,,".,nd/J,H,"on Co..nly
LIDd., WDI on II,.. ;:71h i:lo)' DI J..I'I' : 9.1, oppro_.d DI a l_gol
n.....'pop., by r", Sup,"or Coull 01 ,aId hH,"ol\ CO..nI1. ond
,ho' onn..,d i, Iru. copy 011",
r,
I
,',' ','PUBLICNOTICE", "'"
,.....>~~,qNT~p~~&O~~ATJO,~
'A'PORTJONOF, SOUTH SA vvuiw
".:':"",ORIVE IN'rHE PLAT OF"," ,"',
',;"O'i',:iMATS MATS BEACH, "';:"
:,,{,',XNchlt:ft','.II(,horebY'igivon..thElt 8.
,punllohoarlng ,wlllo.,hold by ,tho
Jo.Ho!son:,County., Board ,of, Com.
mlstuonerS',on Monday, 000,'.'17 at
10:45 a.rn.ln their ohomborsal Iho
:'Counly",Courtnou.o,lri :,rort
'Townsond. Washington. ,for tho
::.- purpose', of. tak.lng. tostimony 'con-
oorl1lng lha VI,oatlon of two'15-foot
wid., porilons'.f, South Bayvlow"
rOrivoodjolnlng Lots 2,1,25 of Block
"3. viloatod Blo,ok 6; vaoalad, Richard'
, Rciod,and a portio" cfvao.tad Block"
c", 4'ofMats M.ts,Boaoh plot....'.."
,,',G.org.' CiBrci,wn', Ch.lrman';',".,'." I,
" Buordof CounlyCommlssl"rie,s
"i.r).;",;.",' ;/,,243012.12
Public Notice
County Road Vacation petition
a portion of South Bayview
Drive in the plat of Mats
Mats Beach
0' i. opp.ared i... Ih. "9uI1lr o...d '1'1"" ii,,,, of ,oid pop.' 111.1'
ond nDI i... 0 ,uppl.""'nI Ih".QlloI 0 p."od 01
two COII\.e\lIl... ....k,. b.glnnlng on 11'1.
5th day o.J?J'cember. ,.........2..q
Dnd.ndinIJOnlh.12thdDyof December
IY.1...Q.,_. Dnd fha' u:lllt .........,po~., ....01 I.OUIOII)' di~"lb\l..d
10 ii' lub,Ct,b,,, J,,'ing all ollnh p.,iaLt. ThDI ,h. full amou""
DI S -3.3.._0..0_" hUI b..n llll,li:l in fUI~' 01 . ,ure !:If 55..$0
p.' <ol"m, "..... <h ,n..,,,antJ
-I~._~. ~
I
Sub,uib.d ond ,....arn 10 b'I'O'. In. Ihi~_12tg.QY 01
DecGmb~r 90
._______. 19._
C:~~~. '".;!_ .1/) 111Lw.d;!
r-; No~....ltJ;;~ 10' Ih. ~Iul. of
i~ WOlh,nglon, '''ldll\lJ 01 Hadlock
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JEJ-'1-~ON COUNI"tlJOA1W OFCO^,/J\-HSSJONJ:RS
jJj:;trictNo.l Commissioner:
District. No... 2 Commisswner:
Di,strictNo.3 Commisswller:
LuTrj \<Y. D':lIl1i$OlI, M.:mbcf
lJ.C. lJf<'WIJ, M"",/J.:r
George C lJWWII, Clli4irm4411
!"oT/lJj L. J)dllm:y
Cur!} A. lu..1l<~
-----....
MINUTES
WEEK OF DECEMBER 17, ~'t'
~~.~ -,~ ~ li,-,!
BUSINESS FROM COUNTY DEPAk1'MENTS~
DEe 201990
JEFFERSON COUN'Y"
PUBLIC' W()RVc '"''''
PUBLIC WORKS
Desi(!Jlation of County Enc:inecr, Robert G. Nesbitt, as Jefferson CO~.ll!:l
Altent to Obtain Federal and/or State Emen(encV or Disaster Assistance Funds:
County Engineer Bob Nesbitt explained that this resolution would allow him to be tho
County'~ designee to apply for emergency relief funding from the State and Federal
governments when an emergency has been declared. COllllui:;sioller B. G. 13rown moved
to approve Hesolution No, 118.90 appointing the COUllty "':;ngineor to be the authorized
representative for obtaining federal and state emergency or disaster as"btallce funds.
Commissioner Dennison seconded the motion which carded by a unanimou:; vote.
hcarill NoHce 1'e: Petition to Vacate a Portion of Count Road RiJill!::
of.Wav: Pot'HOll of Moore Street ill lron<1l\le: COllllJlissiollCr B.G. Brown 1I10vod to
appro"C the heating notice setting the public hearing fOI' th.., petitiol1 to vawl,O u portiou
of Moore Street in Irondale or. Ja:;1uary 22, 1991 at 10:30 a.m. ConuubsioJler DOllnbou
seconded the Illotion which carried by a unanimous volo,
Chlim fOl' Dam.;.ae!! /lC.1,1.90; U.S. West Commllllie"tiQ.!!~F The County
Risl, Manllger and Prosecuting Attorney have l'eviewed i.hi:; claim ami l'ocummeud thut
the $375.00 be paid. Tho telephol,e cable was torn up by Coullty equipUlOnL
Commissioner B.G. Brown moved to approve pUYluent 01' tho cluim submitted by U.S.
West COllllllunications. Commissioner DCl1Iu;;on socol,ued the motion, 'fhe motion
carried by a unanimous voto.
!Ielll'h'H! rc: Petition to YJ!.c;mie Count.v Houd UiI!ht.of.Wnv: A POl'tiO..!!.
of SOllth UIl iow Drive PInt of Mats I\<1nt,; Hench' M. Reitz und C.D. Not'dlnud
Petit\.Qnel's: Chairman, Brown.oponed the Jlublic hearing on the propo;;od road vacation
for a portion of SOllth Bayvicw Drive. Public Works Adn,inistrtltivo Scct'etar)' Eileen
Simon reviewed tho requost for vacation of a portion 250 I'eel 10llg and 15 feot wide on
oach;;ido of tho road. 'I'his property is llecr.1od us u septk sY>llom druinCiuld,
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PROPERTY OWNER
BLOCK/LOT
Earl A. Green
P.O. Box 524
Port Hadlock, WA 98339
Eagan Spindor
440 Van Buren
Port Townsend, WA 98368
victoria Nordlund
9460 14th SW
Seattle, WA 98106
Albert Seeley
201 S. Bay View
port Ludlow, WA 98365
Mark Reitz
~ 17791 Fjord Dr. NE
Poulsbo, WA 98370
Slock 3, lots 13-15
Block 3, lots 16 &
north half of 17
Block 3, south half
of 17 and lot 18
Block,3, lots 19 & 20
Block 3, lots 21 & 22
Verda Eveland
~ PO Box 10516
Bainbridge Island, WA 98110
Michael Bean
1022 "C" St.
Edmonds, WA 98020
Joseph Daniels
Q, 93 prospect st.
port Ludlow, WA 98365
Claus Nordlund (Oi/J.J.)
~ 200 Bay View Dr.
port Ludlow, WA 98365
Verda Eveland
PO BOX 10516
Bainbridge :Lsland, WA 98110
Block 3, lots 23-3!
Block 6, 8-11
Tax lots 40 & 38
Tax lot 39
Tax lot 37
'?
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COUNTY ROAD VACATiON PETITION RVO 922
SOUTH BAYVI'2N DRIVE
M. REITZ & C. D. NORDLAND, PETITIONERS
REQUEST
The request is to vacate the 15-foot wide strips of South Bayview Drive lying
adjacent to Lots 21-25 of Block 3, the North 172.3 feet of vacated Block 6, vacated
Richard Road, and the South 50 feet of vacated Block 4 in the Plat of Mats Mats Beach
as recorded in Vol. 3, Page 21 of Plats. Tho length of the road requested for vacation is
approximately 250 feet on each side Clf the road and the width is 15 feet on each side of
the road. The area is located approximately 10 miles southeast of the city limits of Port
Townsend, Washington, in Section 33, Township 29 North, Range 1 East, W.M.
Principal petitioner Reitz is requesting the road vacation in order to obtain the'
required space for a septic drainfield. In addition, the petitioners state that the vacation
near the South end of Bayview Drive would greatly help to relieve the space problems the
owners have in that area.
FINDINGS
1. A petition for vacation of a county road is made pursuant to the Jefferson County
Road Vacation Ordinance and is subject to its requirements and criteria.
2. Notice of the proposed vacation was made to appropriate agencies and adjacent
property owners. Response by agencies is shown under "AGENCY RESPONSES";
response by property owners under "TESTIMONY".
3. Review of the proposed vacation by the Jefferson County Planning
Commission is scheduled for 7:00 c.m.. December 5. 1990. Notice of the
meeting was made by mail to all petitioners and abutting property owners.
4. A public hearing was scheduled by the Jefferson County Board of
commissioners for Mondav--.J;lecember 17. 1990 at 10:45 a.m. in their
chambers at the county courthouse in Port Townsend. Public notice of the hearing
was made by publishing legal notices in the December 5 and December 12,1990,
editions of the Port Townsend Leader and posting the subject site with notices.
AGENCY RESPONSES
1. The Jefferson County Public Works Department made the following comments:
1) The road as built currently is a 12' wide gravel road with no ditches.
2) It is advisable to preserve the road for future use. Any development would
require improvements to the roadway and drainage. It would require more. It-,an
30' width to construct a road to minimum standards on this terrain.
3) The public would not be benefited by the vacation. The only benefit of the
vacation would be to the petitioners.
4) Recommend denial. potential development could create a ne!::d for an
Improved road. 30 feet will not allow for a road to minimum standards to be
constructed.
2. The Jefferson County Assessor's Department stated that the ass&Jsed value of the
vacation request Is $3,780. Compensation for the vacated area, determined at a
rate of 50% of the assessed value of the property would equal $1,890. This
department has no objections to the requGst.
3. U.S. West l'elephone made no response to the request.
4. Jefferson County Sheriff's Office/Emergency Services made. the foliowing
comment: The only concern Is whether there would be adequate turnaround
space for a fire truck. If that area exists after the vacation, there would be no
objection to the request.
5. The puget Sound Power and Ught company, Bremerton, states that the company
does have facilities in the request area. puget Power will obtain the easements /; .;
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which it requires.
6. Fire Protection District No. 3 stated that a minimum 15 foot wide roadway to the
beach was requested to be maintained fer emergency vehicle access.
7. Jefferson County P.U.D. #1 stated trlatthe proposed vacation will reduce the right
of way width to 30 feet, and there is a need for corridors for all utilities in t.l1e future.
Since the request is made for space considerations, including that needed for
septic, and since any future sewer system will eliminate tile need for such septic
systems, it seems prudent that easements would be provided to accommodate any
future sewer project. Furthermore, there is a state requirement for a minimum of
10 fuet separation between any sewer and water facilities constructed. This is
difficult to accomplish in a 30-foot wide corridor that must also contain electrical,
telephone, and transportation facilities.
8. The Jefferson County Planning and Building Department had the following
comments:
1. The area of the proposed vacation is designated Suburban by the
Jefferson County Comprehensh'e Plan.
2. The Bayview Drive south right of way is not included within the trail
corridor identified in the Parks, Recreation, and Open Sp3ce Plan.
3. The existing right of way provides access to a platted community beach.
4. Bayview Drive South's right of way provides acceSs to at least fifteen
platted residential lots, most of which are undeveloped.
5. RCW 36.87.130 prohibits the vacation of even a part of a county road
that abuts or leads to a body of salt or fresh water.
6. As an alternative, lots could be combined or lot lines could be adjusted
to provide sufficient area for a septic drainfield.
9. The Jefferson County Parks Advisory Board had no comment on the request.
TESTIMONY
Adjacent properly owner Mrs. Albert Seeley (Lots 19 & 20) stated that she had no
objection to the request. She did not see how Mr. Nordland had. as stated in the
request, a space problem. Mr. Reitz, however does have a space problem for his septic.
Adjacent properly owner Eagan Spindor (Lot 16 and North 'h Lot 17) explained 'ihat he
was concerned whether the remaining roed width would be adequate for emergency
vel11cle use if the request were approved. He also feels that a drainfield in the area might
saturate or pollute existing and future wells.
PLANl'lING COMMISSION RECOMMENDATION
The Jefferson County Planning Commission reviewed the request, findings and
agency responses at their meeting on December 5, 1990. Dale Nordlund and Mark Reitz
spoke in favor of the request. Eagan Spindor expressed concern about potential
pollution of water sources. The commission recommended that the vacation request be
denied on the basis of the request not complying with RCW 36.87.130. The vote was 7
for recommending denial, 1 against.
BOARD OF COUNTY COMMISSIONERS ACTION
ihe Board of Jefferson County Commissioners reviewed the request and staff
report in a public hearing at their Docember 17,1990 regular meeting. Adjacent property
owner Mlch3el Bean spoke In favor of the vacation, stating the vacation would help Mr.
Reitz and not adversely affect the owners at the end of South Bay View Drive. The Board
of County Commissioners voted unanimously to adopt thefir,dlngs and deny the request
per the Planning Commission recommendation.
2
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JEFFERSON COUNTY
DEPARTMENT OF PUBUC WORKS
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Gary A. Rowe, P.E.. Director
Robe" G. Nesbftt. P.lE., County engineer
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
December 6, 1990
Mark Reitz
3043 Spring Creek Road
Port Orchard, WA 98366
Dear Mr. Reitz:
I have Investigated the possibility of the County granting a license to use right of way
for purposes of a septic drainfield. The Jefferson County Prosecuting Attorney's office
Informs me that, due to the revocable nature of the license, this is not possible.
I wish you well In your research for a workable system.
Sincerely,
rr;~ J~~
Eileen Simon
Administrative Assistant
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COUNTY ROAD
VACATION PETITION RV0835
MARK REITZ AND C. DALE NORDLUND
REQUEST
REQUEST
The request is to vacate the is-foot wide strips of Bayview Lane lying
adjacent to Lots 21-25 of Block 3, the North 172.3 feet of vacated Block 6, vacated
Richard Road, and the South 50 feet of vacated Block 4 in the Plat of Mats Mats
Beach as recorded in Vol. 3, Page 21 of Plats. The length of the road requested
for vacation is approximately 250 feet on each side of the road and the width is 15
feet on each side of tile road. The area is located approximately 10 miles southeast
of the city limits of Port Townsend, Washington, in Section 33, Township 29 North,
Range 1 East, W.M.
The principal petitioner is requesting the road vacation in order to obtain the
required space for a septic drainfield. In 6,ddltlon, the petitioners state that the
vacaticn near the South end of Bayvlew DrivEl would greatly help to relieve the
space problems the owners have in that area.
The Sheriff's Office/ErnergencyServices only concern is if there would still be
enough room for a fire truck to turn around. If that area exists after the
vacation, the Sheriff's Office/Emergency Services has no objections.
Jefferson Coumy Sheriffs Office
81 Elklns Road
Port Hadlock. WA 98339
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PUBLICATION NOTICE
PUBLISH lWO TIMES: /;)(5 cvd P./I>!r 6
BILL: Jefferson County Public Works
P.O. Box 1220
Port Townsend, WA 98368
PUBLIC NOTICE
COUNTY ROAD VACATION PETITION
A PORTION OF SOUTH BAYVIEW DRIVE
IN THE PLAT OF MATS MATS BEACH
Notice is he;eby given that a public hearing will be held by the Jefferson Count'f Board
of Commissioners on Monday, J:)OA, I 7,..d atI..E.!iltA.M. in their chambers
at the County Courthouse in POrri'Ownsend, Washington, for the purpose of taking
testimony concerning the vacation of two 15,foot wide portions of South Bayview Drive
adjoining Lots 21-25 of Block 3, vacated Block 6, vacated Richard Road, and a portion
of vacated Block 4 of Mats Mats Beach plat.
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George C. own, Chairman
Board of County Commissioners
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POSTING NOTICE VERIFICATION
NOTICE OF PUBLIC HEARING
COUNTY ROAD VACATION PETITION
A PORTION OF SOUTH BAYVIEW DRIVE
IN THE PLAT OF MATS MATS BEACH
Notice is hereby given that a public hearing will be held by the Jefferson County Board
of Commissioners on Mondav, DECEMBER 17 at 10:45 A.M. in their chambers at the
"County Courthouse in Port Townsend. Washington. for the purpose of laking testimony
concerning the vacation of two 15-foot wide portions of South Bayview Drive adjoining
Lots 21-25 of Block 3, vacated Block 6, vacated Richard Road, and a portion of vacated
Block 4 of Mats Mats Beach plat.
I CERTIFY THAT THE ABOVE NOTICE WAS POSTED AS PRESCRIBED BY THE
JEFFERSON COUNTY ROAD VAC/\TION ORDINANCE.
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Sclnl: Kilmer
Transportation Planner
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JeUerson County
P.O. Box 3, Port Ludlow, WA 98365
pho"e: 437-2236
\~OV 05 1990
JEFFERSON COUNTY
r::oUBLlG V-fCP."-" lJFPT.
October 31,1990
J effersoIl County Department of Public Works
Attn.: 13.0. Simon, Admin. Asst
1820 Jeffersor. Street
P. O. Box 1220
Port Townsend, Washington 98368
Dear Mr. Simon:
Pertaining to the request to vacate the 15 foot wide strips of Bayview Lane
adjacent to Lots 21.25 of Block 3. On behalf of Jefferson County Fire
District No.3, I am requesting that a minimum 15 foot wide roadway be
maintained to the existing community beach for emergency vehicle accesS.
Thank you foJ' notifying us of this change. Please c('ntact me if 1 may he of
further assistance.
Sincerely,
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Brian N. McFerran
Fire Chief, J.e.F.p. D. #3
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P.o. Box 1220
Port ToWnliellfl, Wa..<;hingto" H8:3H8
Planning (200) :,185.9140
Bllillling (20fi) ~J85v9141
.JEFFERSON COUNTY COURTHOUSE
David Goldsmil,h, Director
MEMORANDUM
TO:
Jefferson County Public workscl_ifartment
Jerry Smith, Associate Plann~
FROM:
DATE:
October 26, 1990
SUB.TECT:
Reitz/Nordlund County Road and Lot Line Vacation Request
The Jefferson County Planning and Building Department hns the following
comments on the above road and lot line vacation request:
1. The area of the proposed vacation is designated "Suburban" by the
Jefferson County Comprehensive Plan.
2. The Bayview Drive South right-of-way is not included within the trail
corridor identified in the Jefferson County Comprehensive Parks,
Recreation and Open Space Plan.
3. The existing right-of-way provides access tc a platted community
beach.
4. Th" Bayview Drive South right-at-way provides access to at least
fifteen platted residentia,l lots, most of which arA undeveloped.
5. RCW 36.87.130 prohibits the vacation of even a part of a county road
that abuts or leads to a body ot salt or fresh water.
6. As an alternative, lots could be combined or lot lines could be
adjusted to provide sufficient area for a septic drainfield.
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Putlic Utility Distri~t #1
Of Jeiferson County
October 2, 1990
Board of Commission!?'':>:
Richard M. Shipman, District I
Kenneth McMilien. District 2
,~ :t;, ~h.n l Reep. Jr,. District 3
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OCT 03 1990
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RODerl A. Leach. Ma;'";a~~er
Gary A. Rowe, P.E., Director
Jefferson County Department of Public Works
P.O. Box 1220
Port Townsend, WA 98368
JEFFERSON COUNT'
PUBLIC W()RI<~ m::r
Re: Vacation Request; Mark Reitz and C, Daie Nordlund
Dear Gary,
This requested vacation of a portion of Bayview Drive wl1l restrict the existing 60 foot
wide right of way to a width of 30 feet. With thla restriction, less room will be available
within the remaining right of way to accomplish the various utlllty construction needs that
may arise over time. Along with the needed space for roadways, there Is a need for
corridors for electrical, teiephone, water and sewer facllltles at some time in the future.
Although the PUD knows of no current plans for the Installation of public water and/or
sewer faclllties in this area, there will eventually be a need.
Since this vacation request Is made for space considerations including that needed for
septic and since any future sewer system will eliminate the need for such septic systems,
it seems prudent to condition any vacation action such that either the land would revert
to the public or easements would be provided to accommodate any future sewer project.
This should not affect the "space problems" as no structures could be built in thf.s septic
area anyway.
Furthermore, we must not loose sight of the State requirement for a minimum of 10 foot
separation between any &ewer and water facllities constructed. This Is difficult to
accomplish In a 30 foot wide corridor that must also contain electrlcal,telephone and
transportation facllltles.
Sincerely,
g~
District Manager
24 Colwoll Stroot I P,O, 80x n2n, Hndlot;k, Wn!ihin(llon nS330 (206) 3(,5.5000
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OFFICE OF THE
JEFFERSON COUNTY ASSESSOR
P.O. BOX 1220, COURTHOUSE, POfrr TOWNSt-:NO, WA 98368
(206) 385.9105
JACK WESTERMAN III. COUNTY ASSESSOR
COUNTY COURTHOUSE 18t12
TO:
OCT 0 1 1990
JEFFERSON COUNT
PUBLIC WORKS DEPARTMEJfl.UBlIG WORK'q r'1Fr-
October 1., 1.990
FROM: JEFF CHAPMAN, ASSESSMENT OPERATIONS 1~.AGER
RE: REQUESTED VACATION OF' PTN. BAYVIEW LANE, MATS MATS BEACH
BASED ON THE INFORMATION PROVIDED, THE VALUE OF THE RIGHT OF WAY IN
QUESTION IS $1.,890 ([7,560 S.F. @ $O.SO/S.F. * 50%).
WE HAVE NO OBJECTION TO THE VACATION REQUEST.
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COUNTY ROAD AND LOT LINE
VACATION PETITION RV0835
MARK REITZ AND C. DAlE NORDLUND
REQUEST
REQUEST
The request is to vacate the 15-foot wide strips of Bayview Lane lying
adjacent to lots 21.25 of Block 3, the North 172.3 feet of vacated Block 6, vacated
Richard Aood, and the South 50 feet of vacated Block 4 In the Plat of Mats Mats
Beach as recorded In Vol. 3, Page 21 of Plats. The length of the road requested
for vacation Is approximately 250 feet on each side of the road and the width Is 15
feet on each side of the road. The area Is located approximately 1D miles southeast
of the city limits of Port Townsend, Washington, in Section 33, Township 29 North,
Range 1 East, W.M.
The principal petitioner Is requesting the road vacation in order to obtain the
required space for a septic drainfield. In addition, the petitioners state that the
vacation near the South end of Bayview Drive would greatly help to relieve the
space problems the owners have In i:hat area.
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COUNTY COURfIIOUSE IS92
RE: REQUESTED VACATION OF PTN. BAYVIEW DR. IN MATS MATS B~ACH
BASED ON THE INFORMATION PROVIDEP, THE VALUE OF THE PROPERTY IN
QUESTION WILL BE $640 (0.17 AC @ $7500/AC * 50~).
OFFICE OF THE
JEFFERSON COUNTY ASSESSOR
P.O. BOX 1220, COURTIIOUSE, polIT roWNSEND, WA 98368
(aO:I) 385-9105
JACK WESTERMAN 111. COUNTY ASSESSOi<
September 1, 1989
TO: PUBLIC WORKS DEPARTMENT (EILEEN)
FROM: 3EFF CHAPMAN, ASSMT. OPERATIONS MANAGER
Je-r-r~
RECE!VED
SEP 13 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT,
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PETITION FOR VACATION OF ^ JEFFERSON COUNTY ROAD
~iU petitioner: Mark Reitz and Dille Nordland t.}J7- 'i3"..5
Authorizp.d ReDresentative~
M>UliDg I>.ddre$s:
Mark Reitz
.p..Q-;-Box-l-l-309' 30'13 S P/{IN6- C-/t[:Gt, ((0,
W-i-ns-le....,-W~He- (bAT olr{'HM~O ,v/A.
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'IelenbonEi': ' Home: 895-0679 Business:
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1. T.R&"'e~>>"ipa~ f>etit~on~r ~{l\1-1' ~~tact the Jefferson~Co'olnty
pu"r>:!i~ \~c-rkS Dep~~~i:~'f);\> l~a.'a;'~escription of:.d1Jtht,..;:.~"'ay
to be vacated. A fee of twenty-five dollars ($25.0b~ snail
raccompany the request.
2. The principa:l. petitioner shall submit to the Jefferson county
Public Works Department a complete petition, accompanied by
a bond in the penal sum of one hundred dollars ($100.00) to
cover ~bi.inty processing expenses. Checks or money order shall
be made ~~ble ~,to the Jefferson county FUblic worK$
Department. '~~. t
,3. The principal petitioner .shall include with the petiti.on a
map suitable for reproduction that i@ no larger tha~ 8~ by 11
inctles showing to a reasonable scale: (a) the county road,
or portion thereof, to be vacated; (~) the property location
and names of all petitioners; (c) ;~eproperty location and
names of all adjacent property own- who did not. sign the
petition, with an attached list of t~ir addresses; and (d)
the nearest construc~ed county road to the proposed vacation.
(This information may be found in the Jefferson county public
workS Department, the Jefferson county Assessor's Office,
and/or a local title company.)
~J:.
TO: The Board ot county commissioners of Jefferson County,
Washington:
We, the undersigned, being ten freeholders residing in
Jefferson county, do hereby rl!!spectfullY petition the Jefferson
county Board of commissioners for vacation of the following
described road in JefferSOn county (include in the description the
length and width of right of way to be vacated):
A portion of the 60 foot wide right of way of BayvieW Drive,
reduced by 15 feet in width each side of said BayvieW Drive,
lying adjacent to Lots .21 _ 25/inclusive in Blocl<. 3, and 15
feet in width adjacent to the North 172.3 feet of vacated
BlOCk. 6, vacated Richard Road, and the South 50' feet of
vacated Block 4, ,saidli~~u~s~~~1na~~pro~imatelY 250 feet in
length, as recorded i~pageW~~~dTUI~ 3 of Plats, records of
the ,)'efferson county AUditor. JEl:Eferson county, state of
Washington.
~tate the ,.?~as~~!fo~,/equesti~'1,,~~!,1.e vaoatJcn:-!~\i
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Lots 21 & 22 of Block 3, tha'~ portion ow'~ed' by Mark. Reitz. ".req~ires
the space for a septic drain field.
In general.thespace near t'.he sOllth end ofSayviewDriveifJ very
limited and ,a' 60 right of way is not necessary or, desir,able. A 30,
foot right of" way ,will provide,al,1 neceasary access and will gt:eatlY
help' re1':t'lfe ,.the space proqlem we 'have in this, area.
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The principal peti t.loner hereby acknowledges that: (a)
Jefferson County shall require compensation by the principal
petitioner(s) for granting approval of the petition, pursuant to
R.C.W. 36.87.120 and section 6 of the Jefferson county Road
Vacation Ordinance. COMPENSATION F'OR ALL VACATED RIGHT-OF-WAY
SHALL BE DETERMINED AT A RA'rE OF FIFTY PERCENT (50%) OF THE
ASSESSED VALUE OF THE VACATED PROPERTY; (b) Jefferson County may
ra~ain an easement within the subject vacated area for the
construction, repair, and maintenance of public utili ties and
services, pursuant to R. C. W. 36.87.140 and section .5 oJ: the
Jefferson county Road Vacation Ordinance / and/or (c) Jeff'(!l~sol1
County may retain an easement within the subject vacated araa,for
trail or pathway purposes, pursuant to section 5 of the Jefforson
county Road Vacation Ordinance.
The principal petition~r further acknowledges "that he or she
shall compensate the county for any addi~ional 3xpenees incurred
in the processing of said petition, WhiL5:h rn~ exceed the one
hundred do 11 a,!:' ($100.0 ) bond. Checks OJil, mo'ney orders for said
bond shall e m p able to Jeffer.son county PUblic Works.
cr/.5"'/90
t10ner / f Oats
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P~~T 2: PETITION FOR V^C^TION OF ^ JEFFERSON COUNTY ROA~
~:ri.nci::a.l petitioner:
Mark Reitz and Dale Nordland
~'lthorized Reoresentative:
same
MAilin~ Address:
3043 Spring,Creek Road
Port orchard. WA 9836&
Telet>hone.; Home: 895-0679
Business:
rnstructv~
1. The principal petitioner shall contact the Jefferson County Public Works
Department for legal description of right-of~way to be vacated. A fee of
twenty-five dollars ($25.00) shall accompany the request.
2. The principal petitioner shall submit to the Jefferson County Public Works
Departmen~ a complete petition. accompanied by a bond in the penal sum of
one hundred dollars ($100.00) to cover county processing expenses. Checks
or money order shall be made payable to the Jefferson County Public Works
Department.
3. The principal petitioner .;hall include wilOh the petition a map suitable
for reproduction that is no larg'.-" thar. a" by 11 inches sho>ling to' a
reasonable scale: (a) the county ~oad, or portion thereof, to be vacated;
(b) the property location and names of all petitioners; (c) the property
location and names of all adjacent property owners who did not sign the
petition. with an attached list of their addresses; and (d) the nearest
consrructed county road to the proposed vacation. (This information may
be found in the Jefferson County Public Works Department. the Jefferson
County, Assessor's Office. and/or a local title company.)
~
TO: The Board of County Commissioners of, Jefferson County, Washington:
We, the undersigned, being ten freeholders residing in Jefferson County.
do h."eby "espectfully petieion the Jefferson County Board of Commissioners for
vacation of the follo>ling described road in Jefferson County (include in the
description the length and width of right of >lay to be vacaced):
A portion of the 60-foot >lide right of way of Bayvie>l Driva. reduced by
15 feet in >lidth each side of said Bayview Drive. lying adjacent to Lots
21 _ 25 inclusiva in Block 3. and 15 feet in width adjacent to the North
172.3 feet of vacated Block 6, vacated Richard Road. end the South 50 feet
of vacated Block 4. said req1\est being eppro;<imately 250 feet in lengeh.
as recorded in, the Plat of Hats Mats !leach. Pege 21, Volume 3 ,of Plats,
records of Jefferson County. State of Washington.
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NOTE: Each petitioner IlUSt mol property in Jefferson Co\Ulty. HW1band and wife
may each sign the petition.
/Wm
(S1m & Wnt. below)
(principal petitioner)
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The principal petitioner hereby acknowledges that: (a) Jefferson County
shall require compensation by the principal petitioner(s) for granting approval
of the petition, pursuant to R.C.W. 36.67.120 and Sectlon 6 of the Jefferson
County Road Vacation OrdinanCE>. COMPENSATION FOR ALL VACATED RIGHT-OF-WAY SHALL
BE DETERMINED AT A RATE OF FIFTY PERCENT (50%) OF THE ASSESSED VALIlE OF THE
VACATED l'ROPERTY; (b) Jafferson County may retain an easement within the subject
vacated area for the construction, repair, and maintenance of public utilities
and services, pursuant to R.C.W, 36.87 .140 an~ Section 5 of the Jefferson County
Roar.! Vacation Ordinance; and/or (c) Jefferson County may retaln an easement
within ,the subject vacated area for trail or p"thway purposes, pursuant.~; to
SecUonh.S of the Jefferson County Road Vacation Ordinanc.... '
The prinoipal petitioner furthe'r acknowledges that he or she nllflll
oompensate the oounty for any additional expenses Incurred in the processing of
said petitl,on, I<hich may exceed the one hundred doUar ($100.00) bond. Checks
or money orders ,for said bond shall be made payable to Jefferson County Public
Works.
Signaturo of Prinoipal ,f~titloner
Date
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,NORTHWESTERN TERRITORIES. INC.
Engineers . Land Surveyors . Planners
Construction Coordination . Materials resting
April 3, 1990
"/1I1!!:.:'~.'~',,:) ~ .
""'~fi,r
~. U',f:"
/lPR 0 " <<;; U
JE:f:~ 5 /990
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Mr. Bob Nesbit, PE
Department of Public Works
Jefferson County Courthouse
Post Office Box 1220
Port Townsend, Washington 98368
Subject: Drainage Plan - Roose/House Short Plat, Old Shine Road
Dear Bob:
The subject property is located at 881 Old Shine Road in Section 34, Township
28 North, Range 1 East, W.M., Jefferson County, Washington and consists of two
adjacent parcels. Both properties are being filed for preliminary plat, the
western parcel as Roose Short Plat and the eastern property as House Short
Plat. Due to the mutual roadway easement, common community septic system and
the general topography of the parcels, it is logical to address both proper-
ties simultaneously with regard to drainage. The property is bordered by
State Route 104 to the north and is bisected by Old Shine Road near its south-
ern bounuary. The generally hilly topography slopes toward the south where it
terminates .at Hood Canal. Soils on most of the sight are poorly drained
resulting in surface and subsurface flows during minimal rainfall events and a
saturated condition during the wet winter months. Presently, the western
(Roose) parcel contains one single-family residence with outbuildings, a
gravel driveway and large lawn/orchard area south of the residence (see at-
tached site plan).
It is the intent of our clients to divide the properties as shown. With
r.egard to the Roose Short Plat, Lot 1 includes the large grassy area south of
the residence, Lot 2 contains the existing residence and Lot 3 is predominant-
ly a natural area with trees and native scrub. We estimate the before devel-
opment runoff for a 25 year event of 30 minute duration for the three lots in
the Roose Short Plat to be as follows:
Lot 1 (Roose)
Lot 2 (Roose)
Lot 3 (Roose)
Total
0.7986 cfs
0,6256 cf-s
0.8880 cfs
2.3100 cfs
Presently, the flows from the Roose Plat above Shine Road are unrestricted and
enter the roadside ditch on the north side of the roadbed. The ditch flows
east for about 300 feet, enters a 24-inch culvert pipe crossing under th~ road
(J
717 SOUTH PEABODY, PORT ANDRES, WA :00312 (201) 452.S491 1.000.S54:5'545 it~:,
.~ ,I;, ~,.~," ~~'~~I'"'l"~~IDWJII.<~....'-
-
-
=-
T
j :,~:,'r, ,'~'::i'~';,:'
Mr. Bob Nesbit, PE
Department of Puolic Works
April 3, 1990
Page 2 of 3 pages
bed, and discharges onto the beach bordering Hood Canal. Flows from the
southern half of Old Shine Road and p"operty extending south from that paint
flow naturally onto the beach below and into Hood Canal.
Division of the property as shown will create two new potential building
sites. The following assumptions were used for each site:
Maximum roof areas
Gravel drive areas
6,000 square Zeet
15 feet times the
estimated length of drive
100 square feet
6,000 s~uare feet
Concrete walks, etc.
Lawn and landscape areas
Lot 2 of the Plat is treated as a natural condition and no new provisions for
drainage have been imposed on it. Lots 1 and 3 have bee II designed to divert
the total roof area runoff into individual detention structures which will
reduce the total runoff for the lots to below pre-development rates. Due to
the generally low percolation rate of soils founel 0" the property and the
relatively steep topography, drywells with calibrated outlets have been speCi-
fied.
The actual size of these drywells and their calibrated outlets
verified at the time of construction. Increase in impermeable
result in detention of more than roof area runoff.
should be
areas may
Runoff estimations for the House Short Plat have been treated similarly with
the exception of Lot 2 which is anticipated to support a larger structure.
Allowable design areas for this lot were increased as follows:
Mnximum roof areas
Gravel drive areas
Concrete walks, etc.
Lawn and landscape areas
8,000 square feet
2,500 square feet
500 square feet
8,000 square feet
Estimated before development runoff for the four lots in the House Short Plat
during a 25 year event of 3~ minute duration is:
o
Lot (House) 0.8035 C:fs
Lot (House) 1. 0489 cfs
Lot (House) 0,8280 cfs
Lot (House) 0.9225 cfs
Q
() r:-\
Total 3,6000 cfs
.-.-
r:')'J"'..,V'"1' '"'(','I' 1\"!!\~l"'~>:"'''''~_M'-'~~~~'''~P,IT~l'l'!l!I"""
~
ill
---.
Mr. Bob Nesbit, PE
Department of Public Works
April 3, 1990
Page 3 of 3 pages
Due to the environmental sensitivity of areas discharging into Hood Canal,
care should be taken to insure that runoff is free from silt and debris. This
can be accomplished by the use of temporary siltation fencing during periods
of construction, and the establishment of bio-filtration areas in channels dc'
signed to carry runoff flows. Bio-fil tration areas can be grass lined chan-
nels, wet ponds or other acceptable structures. Velocity rates in water
quality channels should not exceed 1.5 feet per second and the channels shoulo
have a minimum of 3:1 side slopes. Water surface area of a wetpond should be
a minimum of 1% of the total imper.vious surface area of the development, and
it should have the capacity to handle runoff equivalent to a mean annual storm
event (i.e., 60,000 square feet roof and concrete areas = 600 square feet pond
surface area).
Since the Roose Short Plat is planed for development in conjunction with the
House Short Plat and there are no natural areas for ponding located on toe
Roose property, we suggest that a drainage easement be established across the
House Short Plat Lot 2 as shown, allowing use of the drainage/fire draft pond
that is designed for that area. This will serve two purposes, it will provide
the bio,filtration that is necessary and will increase flow through the pond
in periods of low precipitation. Outflow from the pond will be directed into
the natural ravine along the eastern border of the House parcel and through
the existing 24-inch culvert that empties onto the beach. The llse of indi-
vidual on-site detention and appropriate bio-filtration should result in a net
gain of 0 cfs for the design buildout.
If you have any questions or require further information, please call me' at
452-8491.
Sincerely,
NORTHWESTE TERRITORIES, INC.
-:~-
"
\J}
Louis P. (Bud) Bliemeister
Technical Services Manager
LPB/kmp
Enclosures
fc: Roose.Apr
Dir: LPB/Rpt
cc: Donald Roose
:(,,,
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iOrain.ge Plan Calculations
Bolore Development Runoff
Total lieres =
1.83
Condition 1
1
I
iarea ft2 iarea acre irainfa1l int in.mo1f fact 1runoff
Building. i 01 Ii 0
Driveways[ Concrttli 52321 0.12011 Ii 0.91 0.1081
Gra.el I 2600i 0.0537' Ii 0.55, 0.0328
Din I 01 11 1 0
Lawns lloam/Sndl 01 1! ! 0
ICI.y/Sih 35-4001 0.81271 Ii 0.51 0.-4084
P oslure iloam/Sndi 01 1! t 0
IClay/Sih I 0 Ii 0
Wooded Are.. 1 O' I! 0
I 1 01 Ii 0
Nil1Ural Are.. 364821 0.8375. 1f 0.3! 0.2513
jTotaJ 797Hi 1.831 I ! 0.7986
Remaining Area Oi Oi 1
I I 1
After Oev.lopment- uncOn1l'oned I
! I I I
Condr.lon I 'area ft2 area lcre rainfalllnt lrunoff fact runoff
I I I
BUilding. I 0 11 0
OrivfWay ConcrOl 52321 0.1201 1 0.91 0.1081
I Gravel 26001 0.0537 11 0.55 0.0328
I Oirl ~--~ 11 I 0
Lawns Loam/Snd 1 0
.---19~ Sih I 29-400 0.67<49 1 0.5 0.3375
Pasture lloam Sn 0 1 0
ICilY/SUI I 0 1 0
Wooded Art.. 0' 1 0
0 1 0
Nil1UraJ ArtIS 364821 0.837li 1 0.3 0.~13
Tela! 731H 1.6922 0.1297
Remainin Arta 5000 0.1378 Addillo~>.! Run -0.0889
cO;
<:J
-'-'-
-----
-
..
ROOSEIOR.XlS
i
After o.lII!loom.nt - Conorollfd i
. .
i i i
'".af!2 'iar.".n jrainfo1!llnt !runoftfaetirunoft
I '
! 6000i ~ 1 ~,'~
1i j
1i
1!
'H
1
l'
1\
1
l'
i
Condition i
Buikllngs !
OrilJEWayJ
I
Oryw.1I Cllcul.oons ,
CollCroll.d Run<>ll-
AlloWable OI.charll' .
O.slgn lli.ch_ -
Vofum. R'oulred .
Drain flock f\lQUIr.d -
wtllS1Zf 0 -
S1-
-S2-
Omet Slzo -
0.1239
o
o
o
o
o
o
o
o
o
o
0.1239
0.1l689
0.1239
0.0699
D.1ll>5
1.;!l cubic 1ft! w"'r ntffWon
18.\ CubiC \'!fds
8'fot!
Uti
13.8 fool
D.97 Inch..
o
o
ROOSE,IlfI.xL.S
i !Cralnag. Plan Calculations i
i 1 j j , j
Bofort O...lopm.'" Runofl ! , TelaJ Ams = 1.25
i , 1 I 1
Concfrlion i lmaft2 iarn acre lrainfaJt int irunotf f~ lnmoft
I 1 i 1 i 1
Bulfcfmgs i i 01 11 1 0
Driutwaysj CO!lCf<'It 1 01 1 0
i Gra..1 i 0' 1 ~.r
Dill I 01 1 0
~I i 0, 1 0
P >.!-lUrt amlsni. i 01 1 0
i 0 1 0
I" AvISI. I i 0 1 1 0
Woodtd Arus I 01 1 I 0
I 01 1 0
NwraJAnu 0, 1 0
TOIal 01 01 I 1 0
Rlmalnlng AI''' 54<1501 1.25
^,~r Otll./opm."'- Unoomrollfd
Concfr<ion u.. U ern Ie,., ralnlaI int runoIf fact n.,o;;-
-'-""'--
Bulld,""s 2378 O.~<<I 1 0.9 0.0:j91
OriuIWIV Conerol 500 0.0115 1 0.9 0.0104
Gra..1 <<100 0.1033 1 0.55 0.~S8
0irI 0 1 0
Lawns Lo'l/ll/Snd 0 1 0
ClAY SIIC 20000 o..t591 1 0.5 0.2296
Pl51Ul'i LoillllJSn 0 1 0
Clay Slit 0 1 0
Wood.d A..u. 0 1 0
0 1 0
Natural ANas 27074 0.8215 1 0.<<1 0.2797
TOIII 5<<50 1.2~9a 0.8256
R.malnlna Aru 0 0.0001 Addi1lonaJ RLmo1 0.8258
ROOSE2ORJa.S
i
After O'....IOIlmOllI - ConlTOn.d i
I
Condi1ion !
Buildings
Driveways;
I
C
G
Dirt
LawlU LaamlSnd!
Cloy Silt 1
P....,.".. La SIld!
Clay Sill
WoodtdA"15
N_al ,0."15
, oUl
R.m&lning Aru
Cltyw." C&lcul~ns
COlllrollod Runoll'
AlIowablt Disch . .
Clui n "Disch . .
Volum. Rl'JuI1fd .
Or&ln Rock RollUir.d .
.,~ Sill D .
51.
'52.
Orific. Slz. .
!arfa ft2
i
I
i 1
'an. 'Crt Irainfall in!!runoIl fact lrunoIl
1 1
01 11 I
o 1
o 1
01 1
o 1
01 1
o 1
o 1
01 1
01 l'
o 1
o
o 0.0001
AlIowlbll D1schlt!l. .
~.6256
o
~.62'56
o cubic Itll ",ator rtlIntion
OICublo yards
f.1l
fort
!tOIV 01 Itll
o Inchu
ROOSE20R.XI.s
Ii.
Before D.v.lopm.~ Runa:l
~Oralnag. PI... Calculations
ji !
Total Acres.
!
!aftli ac....' iriinfaft int irloJnoff tact!runo1f
967031
967031
01
i
After tJeveropm.m - Uncon1ror.ed
i ill
Cond'llion I .,.a ft2 art...ro rainfall in! runo1ll.Cl runor.
i \ \ i
Buildings I 0, 1.
Drilltwaysi c.;;;emr-,000i 0.023 1
I Graver <<iOOI 0.1033 1
I Dir1 01 1
lowns Loam Snd, 0 11
iClay Sill 1 $000 O.lm 1
POS1UrO Loam n 0 1
Clay Sill 0 1
"'ooded Are;G 0 1
Natural Are.. 79203 1.818~1 1-= 0.4
Tala! 90703 2.0823
Remalnin Ar.. 6000 0.13n
Concfrtion I
---tarfa ft2
Buildings I
DrillewiYsi Concre\O
GralJ~1 i
Dirt
lawn. iLoam/Snd!
IClay/SiII 1
P.5IUrf ILoam/Sndl
,Clay Sill
Wooded Areas
j
Natural Areas
!Tala!
Remalning Area
01
01
01
01
01
O!
O!
O!
Of
01
2.221
2.221
01
,.<",,',,^,
Addlllonal Run
-j
..
n
1;
Ii
11
1,
1i
11
11
11
11
1
1
I
o
o
o
o
o
o
o
-L--.9.
\ 0
! 0
0.4, 0.888
1 0,886
0.9\
0.55
\
o
0.0207
0.~60
o
o
0.0669
o
o
o
o
0.7273
0.8737
-0.0143
0.5
ROOOE30RXLS
~ I .:.1 -
~flor IJeve:opmtnt - Controlled i I =
'condirion t iarea fa iarea acre irainfli1 int irvnofl fa~ irunoft
Building. I
DrivewayS; Conere,.
Grave! !
Dirt I
Lawn. ILo.",/Sndi
iCilY Silt i
P,U\Ul'e ILoiin Snd!
IClay Si~ I
Woodfd Area.~ i
T I
NatUral Areas I
TOlal i
Rem~nIn!l ArM I
\ I
I 1
I j
OrYwell Cilculalion. I
~RunOft= 1
Allowable Discharge .
0..19n Olscharge . T
VolUme ReQuired.
Drain Rock RiOulred .
OrYwen SIze 0 .
51'
'52-
Orl6e. Sin.
,-
0.91
6000! O.1377! 11
01 1\
01 11
01 11
01 11
01 11
01 11
oj ,-
...l- O} , !
j oj l'
, Oi 11
SOOO; 0.13171 I
OJ 01 1
'Allowable Discharge'
! 1
Iii
IT
i 1
\ i
--n:tl39rT
0.01<\'3' I
0.012\ . f
2118 cubic Ie!! water rettntion
23.1 Cubio yaros
Slee! I
4'leet
19.5 feet
M4\lnchu
_i
i
!
i
!
;
I
I
i
i
-\
i
0.1239
o
o
o
o
o
o
o
o
o
o
0.1239
0.0143
ROOSE30fU(l.5
~---
iOrainage Plan Calcula1ions
Before Oe..loomen! Runoii T ~aJ Acres = 1.71
I
Condilion i 1arta. ft2 iaroa acre Irainfall inl inJOOff faCl lrunoll
, I
Buildings i 0' 11 0
OrilJeway~ 3288i 0.07551 11 0.9! 0.068
01 1i 0
Oi 11 0
0: 11 0
01 11 0
0' 1 0
I 01 1 0
,,",ooded Areas 0' 11 0
I i 01 I I 0
Natural Areas 711991 1.63~! I' O.~, 0.7355
ITotal , 7~71 1.71 0.6035
Remaining Are. , Oi 0,
I 1 i
~!ler O..elopmenl-!J'1con1rOlled I
j 1 j 1
Condition lan...re rainfall inl nmo!llaC1 runoll
, 1
,
BuHdinos I I 0 1 1 0
on.eways! ~266i o .098~ 11 0.9 0.0866
1500 o .03~~ 1 0.55 0.0169
0 1 0
Lawns 0 1 0
6000, 0.1377 1 0.5 0.0669
P aSIl'" 0 1 0
0 1 0
0 1 0
0 1 0
Na1\Jral Areas 56699 1.3016 1 0.451 0.5657
Total 68487 1.5721 0.7621
F\em...!\fllng Area 6000 0.1379 Additlpnal Run -o.04H
"""''''''#0'''''"'"'''''''''''''",..4. .-
, " ~ , . III
'- ' . ,.
HOUSE1DR)(lS
! I
I ;
Mor o...lopm.nt - co_nod ; I
I
Cond!1ion ; lma ft2 lar~a acre !roinfall inl iruno<< faol!runOt!
I ;
Buildings i ! 60001 O.lm! 11 0.9! 0.1239
Drivewa.y~ Concrete ; 01 1i 0
! Gr...' , 01 1i ! 0
Dirt I ---L--9L_.!.L ; 0
~l I OJ 1j I 0
01 11 I 0
PasIUrt ndl i OJ 1 ; 0
i 01 l' I 0
,"oodod .....u I 0; 1. i 0
j i 01 l' I "
"
N&lural"'re.. , O! 1 ! 0
.Totil ; 6000 O.um I 0.1239
Romalnin9 "'rea ! 0 0.0002' I !
I , ~iblt FSChNlIf' I 0.04H
,
I i !
, I I I
I 1 ! I
OrYwell C>I:uIolions I I I
! I
COnlrOIltd Runoff . 0.1239 I
"'llowiblo OIschugo . 0.041 4'
O..ign Discharge. I 0.04'
Volum. RtQood . , 17!l'cublc foOl wlllff retffilIon
Drain Rock RtQ<ired . 19.4 Cubic yards
DrYwo" Sin D. 8 foOl I
Sl . 4""
.52. 16.4 fool I
Driftce Sin. 0.7~ in<l~"1 I
. . . . .\4' ,_ II....., . ,
- .
- -
.flll
-.1
v
- i iDrainage Plan Calculations
! ! I I !
Bolor. Development Runoff i ! Total Acres = , 7..24
I I j i i
Condi1ion I !areall2 larea acre irainfilllnt irunoff fact lrunoff
i ; ; I I
Buildings i 01 11 ! 0
Oriv.WilYsj Conertt&: 396~L 0.09091 11 0.9! O.OBl B
I Gra..'!f i I Oi 11 ! 0
i Dirt j 1 01 11 I 0
~~ I 0: Ii , 0
I 01 11 I 0
Pas1Ure d: I Of 11 ! 0
ICla ! I 01 11 I 0
\lIooded Arell!l I 0: l' 0
1 1 0: l' I 0
NalUral Arell!l ; 936141 2.1<4911 1 0.451 0.9671
IToUl I 9757~1 2.2~1 1 I 1.0-489
R,mainlng Area 01 01 ;
i I I I
After D",.lopm'nt- Uncomon.d I ,
I I I
Condition I Im;ft2 ma acre ralnfalllnt ;runoff fact :nm'2!l_
I ! I I
Bulfdin9s I 0 II (--0
DriII.ways! Concrtti 6960 0.1598 11 0.9~L 0.1-186
env.' I mo 0.0304-4 11 0.551 0,0189
~ 0 ~i I 0
0 l' I 0
8000 0.1837 1 0.5 0.0919
PASlure Snd: 0 1 0
Clw/SiIl 0 1 0
\lIood.d A.... .- 0 1 0
0 1 0
NalUral Are.. 73tH 1.8785 1 0.<<1 0.1553
ITOUoI 8957 ~ 2 .056~ 1.0147
Rolmalnlno Area 8000 0.1836 Addo1lonal Runol -0 .O3~2
.'r,,-,~,'J"''''''''~'''I'"l'.r'''~''~'ll'i~''~~~...J.~,~
lr---
-
HDUSE2DR)(J..S
I
r'*tr o.wlopmo!'l! - Con1roikd 1 I j
C==i i j 1 j i
Condition! 1areaf12 iaroaac... j'ainfaJIinl iflJl1Offfact1Mlofi
,
Buildings 80001 0.183!1 11 0.91 0.16'5~1
OriIH!w",,, Concrete 01 Ii
I Brawl ~ 01 11 0
Din 01 I' 0
Lawn! ILoam/Snd! 01 11 0
Clay/Silt j 01 l' 0
PIS1Urt Loam/Snd1 OJ 11 0
Clay Sill I 01 l' 0
"'.od.d fflU j 01 l' 0
OJ l' 0
NldUTalArtu OJ I! 0
acaI 8000 0.18371 0.1653
Remaining Arta 01 -6.00011
Allowablt Discharge' 0.03~2
I
well Calcularions 1
I
Ittl WAlt, rtttnlion
c &rds
ConltOll.d Runoff .
Allowab,.llIseh
Dfslgn Clsch.... = I
Volumo RoQ'.J!rtd .
Crain Rock Reuuirtd .
'..oH SlIt 0 .
I Sl'
'S2 .
Ori6c. Siu .
~'\1r:I". """,,,,,,,,~'~J1."""""'t'.,.....,.\."'~n1\...}ij~4 r
-
,-
'- "
!O,ainage PI." ColIcula1ions
B"'o,. Oe'Jeiopment Runoff TotlI Ac",s ~ 1.84
i
Condi1lon i iarea ft2 lares ~~"' 'rainfall in! !runofflaet irunoff
Buildings !
OrilJewaY~ Caner'"
Gravel,
I Dill
Lawns !Loam!Snd'
IC1'!y~iIl i
Pas1UT. !Loam/S~di
iClay/Si~
Wooded Areas
i
N.>eurai Al1!as
jTotaI
Remaining Area
0 11 0
1000 0.023 1 0.3 0.0207
<4'l00 0.1033 1 O.~5 0.OM8
0 1. 0
0 1 0
6000, 0.1377i 1 0.5 0.0689
0 1 0
0 1 0
0 1 0
0 1 0
NallJraiAl1!lIS 62650 1.4382 1 0.45 0.6472
jToUI 741!\O 1.7022 I 0.7936
Remainln Al1!a 6000 0,1378 Addi1lonaJ Runo ~,03<<
HOUSE3DR)(lS
o
o
o
o
o
o
o
o
o
o
0.826
0.828
"",
=1,
p.~" o..,..loom.!!!!. . collll'Ohd ~. .
, ' i- '
1.,.a1l2 I..... .cre !rainfaJI inl jruiioft tacl !runoll
1 i i
6000; 0.13771 .Jl 0.91
01 l'
01 11
o l'
O' 1\
0\ Ii
01 1\
01 l'
01 1
0\ 1\
I 0' 1!
6000 0.1377
O! O.lJilill
Allowoblt OiSchv
I
I
Condi'iicn'
!
Bu~~9S !
Orive\l.4.J
"'alUral Arta!
'Tout
Remaining Area
I I
0",..,.0 C.!culwons \
I
ContrOlled Runoff =
"'lIowobl> DIsc · .
o..lgn Ois.hUll>' I
Volum> Re<lUllOd. I
Or.!n Rock ReQuirod =
0"""'" Site 0 .
SI-
.52 .
Orific> Siza =
0.1m
o
o
o
o
o
o
o
o
o
o
0.1239
0.03-44
HOUSE3ORl<LS
t_
BoIore Oevelopmelll Runo1t
Condiior. ~
lareaft2
Bu~dings i
OriveVlaY~
\OT~l'ia~.e Plan Calculations
i i 1
i To1>I"'cre. .
I area acre lrainfall in1 !runotf t;cct !nmoft
;
1 ~
1i
1i
1i
Ii
Ii
1\
1;=
1\
1\
11
0;
0;
0,
0;
0;
01
0'
1
0;
0'
01
2.05'
2.051
0\
o.~
I
HOUSEo4OR)(LS
2.05
o
o
o
o
o
o
o
o
o
o
0.9225
0.9225
i
; i
Condillon I aroat12 ,lie> acre "ainlaJIlnt ,runo1t fael 'I\lnoll
I
Bulldl s 0 1 0
Driv.Vlay 0.023 1 0.9\ 0.0207
0.1377 1 0.55 0.0757
0' 1 ; 0
0 11 0
0.1377 1 0.5 0.0689
0 1 0
01 0
0 0
0 0
\.6138 O.~ 0.7262
1.9\22 0.8915
0.1318 Addition>! Runo1l -<1.031
After a.v./oom.nt - ComroB.d ;
Condi~cn !
BuHdin95 ;
Drivew~si
;
La....ns
i
i
I
!
i
i
i
I
DIl'.....u Calculallons I
Natural At.!!;
Total
Remaining Arta
COnlrOlled Runoff. i
AIIo....ablf Disch . .
Design Oischuge' I
Volum. ReQUirod - I
Drain Rock ReQUired'
D eft 51.. D -
51-
.52-
Ormc.; 51%1 -
i
jarn ft2 !at'fa aCf~ lrainfaH in! irunoff fact irunoff
! i
6000; 0.13n! 1i 0.9! 0.1233
O! 11 0
01 li 0
OJ 11 0
01 11 0
01 11 0
O! 11 0
OJ 11 0
O! 1i 0
OJ l' 0
0, 11 0
600~1 0.13771 0.1239
O.COOl! I
'AIIo....ablo Cischuge . 0.031
I I
0.1239!
0.031
0.031 i
1871cubfc If"....atfr rIlIh'lon
20.8 Cubic vUlls
~ If"
Heel
17.e 10"
0.65 In<:hes
HlJU.."E4OR.JQ..S
':.. .. ., : . .' I"", " \ ",
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tH SCLO:3UF:E=
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t" I :,CLO:,Ur.:E:=
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5.31)449
.0050
- ----.-----------
S,Q FT=
54576.4599
F,CREE',=
1.2529
LOT#?
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85.2839
C, I STAiKE?
217.'=;7
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LATIHJ[JE ERROR=
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C EPI'IF:TIJRE ERF~OF:=
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33. 5t. 1 39
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LATITUDE ERROR=
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CEPARTIJRE ERROR=
.0077
t,~ I :,:CLOSURE=
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57.55129
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13090.9425
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JEFI'(i!SON COUNTY
IlEPARTMEIo'T OF PUBI.1C WORKS
PROJECT REVIEW CHECKLIST
1. Project Name' K",,,, '" E' sHeR.r: PI 0+7"
'"" P 1/ - 89
Rep. sfi-nle
Phone No. (~l (;l'iZ -0801 (-'-
3. Date received 1')_ _,-, --189 Dat~ Response Due /- IS- 90
2. Project Proponent DON~LP ". ~oo~e
Addr~ss 1'I'~ls;,~~".:.o'i:s. RI>. 991/D
4. Preliminary rllvillll completed /-/tJ-. qe bY
5. Conditions of Approval sent -L:Jl- 90 bY
6. Prll I :lminal"Y dui!!n revUwed bY
Final desi\!n approved bY
. 7. Prelim. dra,tna!!e p 11101 ,reV'1e\il'ed' .1- JIJ - 90 _ bY
Final draina!!e plan approved
6. Construction approval,
suberade approved
Finish !!rade approved
Draina!!e approved
Surfacine approved
9. Final review for all conditions:
Conditions have been mlt Dn
COlMlonts
4L.......
5k...
~
bY
bY
bY
by
bY
by
.~.
(:i
0,
l(:) ~i6.!
JEffERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
PROJECT REVIEW CHECKLIST
1. Project Name ,,,....L..A4\I\ ,H"....~~ 5I-1e>~'" i"1A-....
2. Project Proponent ...;....1..:..."'" t+o,^$~ Rep.
eOb'O fl-",oeN cove 1>-1>.
Address o.A;.,);lD. n~e ...s. 99110
Phone No.
t.:--1 ~'-l'Z- - 177'-f
s,q-""e
sp Ib-SL-
t_)
3. D1Ite received ,7..-1.." -"2>9
4. Prelimin~rY review cDmPleted
Date Ruponu Due 1- } '> - '70
1_/0-90 by ,<;;1/
1-1/ - ~Cd-- by ~L
5. Conditions of ^"proval sent
6. Preliminary desi~n reviewed by
final desien appr~ved bY
7. Pl"e Iim. drainaee P 11IN ,rev'1elled' ~ - )0 -90 by ~
final drainaee plan approved bY
8. Construction approval:
Suberade approved by
finish <<rade approved bY
Draina~t approved by
SurfacinS approved bv
9. final review fOI" a II condi Uons I
Conditions have been met on by
Conments
hi'
(1'1'.l,
,f,f\\'-
---
:;;!,,:":,~,'"
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JEffERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
PRELIIIINARY PROJECT REVIEW
1. Project n~e
R fJo<'e
5P 17-89
ShloR.T PI..".,-
2. Project proponent Do,,,",e!> To Roose.
3. Ruponse dUll {- 15' - & 9
Rep.~I4-n?E'
4. Preliminary review:
Count>' road a .:5L-I ;/'Ie RD, Rd No. lit H.P. ~?
County road access ( I is ~ood. ~ needs chanei~. needs IIPproval
Existint tr~ttic count is . ProJected tr~jfic for project ________.
( I Qn site improvements need to be submitted for review and approval.
. ( I A drllinaee plan needs to submitted for review end approval.
( I Off site improv.ments to county roads will be required.
(pq Additional Rieht of Way will need to bo dedicated.
((>4 Priv;::rtp T"~n (~) in np"~'npfT'IPn"" mllC:+- MP n~~n
( I
5. Comments a
/-/.",-" ~ (0
F A4',PWtPr~~ r:-r) T<
+-10; ,"-,
oIl'll /l.Nr--, /}O;Ac/,lUr Iv)'
'.rI:,Cr:.:;CI('",'r ,,~; 7 L07-S
[" ,:0 -c: H-; p-l<2, . ,z:>~-;,. cf 0 '
;-.....,
/Y d-r'
Dt:> (')~I"?< /o) '-
I J
/l.lee~ P, lA\
;~el-'" r",..-:).-"rP(...;'>
PrePllred 1)-2.1, 19 ~
b~~. JJ /~ k'j).N~"'1
t1~ Ie F'IANN;H? }~"'~7<
Approved
by
tl1lo
",<f!
~
19
JEFFERSON COUNTY
DEPARTMENT OF ~~~LIC WORKS
PREU III NARY PROJECT REVIEW
1. Project name tAr: ~~:...,..., HoV\:se eS/-lOF<..T PIA-T
S?16-39
2. Projer.t proponent w;,,": .."'" 1~~" e
Rep.
...-.,,<r.--ne
3. Response dy~
/- /5 -.2.0
4. Preliminary review~
County roadl 2i-:",e):l....)) Rd No. at H.P. ~1
County road access ( ) is ~ood, (~ n..eds cha~i~. needs approval
Exist1~ traffic count is . Projected traffic for project --------.
( ) On site improvements need to ~e submitted for review and apprp~ai.
( I A drainaee plan needs to submitted for review and approval.
( I Off site improvement~ to county roads will be required.
~ Additional R1~ht of Way will need to be dedicated.
()(S" ,priV.=it2 rn~nh::) inn~"plnpf'l"lP>n"" rm1c::.r J....:::l, n::l.f'rv.loA
( I
5. COlTlTlentSl F-f/"'I''"~'tJT.(;.,''-- 7-1.; '"
'poo...!!. pp~''rn</lL ~<
_,~,~ PI LV fl)~"b'lC~~tc:'D
,/1/0""""
:StArn.--,- 'pI", /1,"1) fil/, >,,<1"" r- 60'
......\1i='"r:'C ie,vl' hr"-. 7 L[:/r~.
.r;"p '~>I;^g i~: /i<./w ~f)'
I . f
;''")
Prepared I 7 - -I.. R 19 ~'1
by A,,,--~ ~, JL--.oA
Approved
19
111 I. PIA",S~.~'...d9 V:rA;'~"~~'
"'it~,,
by
title
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jellarson Street
P.O. Box 1220
Port Townsend. W.-.96308
(206) 385.9160
Gary A. Rowe, P,E.. Director
Rebert G. Nesb!1t. P.E., County EngJneof
Hmi(>~
TO: Planning Dept.
FROM:
Pub1ic Works sJf-
April. 10, 1990
DATE:
SUBJECT:Roosefl~ouse Short pl.at
~====~=~~=~~=~========~===~~==~===~====~=~====~==~==~====~======~==
publi.c works has received and reviewed the drainage plan for the
Roose/House Short Plats and have the following comments:
:"'1. A drainage e<-sement is required for the pond outlet where it
l.eaves lot 2 of the House Short Plat to the centerline of
the existing stream and ravine on th~ adjacent property.
2. ^t the time of Home construction, a drainage plan shall be
required showing specific site plan and hOW it will tie into
plat drainage plan. words to this effect shal.l he shown on
the face of the Short plats.
'00'1. Recyclod PIlP61
HOUSE SHORT PLAT
SECT/ON 34, TOWNSHIP 28 NORTH, RANGE 1 EAST, WM,
JEFFERSON COUNTY, WASHINGTON
,~A. ----
.-----/~---~
2 '31"1:. go4.~
,1'1130' -Cd "', \
)4
THI8 auRVn' WAS ACco.lPL1SHED 81' FIEU> TRAVERS!
..nHClQS USIMG A 1 SECOND I.ND/OA A 8 'ECOttO
THEODOLITE AHD AN INrRARfo OISTAHCE IlEASURING
DE"IC!: WITM SCIIoI!i. DISTAHCES ~iJREO "CITH A aTrEL
CHAHi.
..-
THIS 'UT IS ISASEO ~;. SURVEY 0fIl
THII! VAS'iJNaJON COOfIQlMATE aY$TOol
GRID. MORTH ZOHe:. AU. BEARINGS
ARE flEUTIVI TO SAID GlUe. ALL
~~~CEiI AA! REOUClO TO SAID
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UTU.ITY f'\JRI'OSU.
VICINITY MAP
~. 1..WM~
~rsH ~
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ADCMl1'IJI~".ltC&IIt
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I. RONALD L. filUARY. 0' M)Il:Ttftlf5T1!II/Il '''''''TORln,
THAT I AM RI!OlSn:n!o AS Ai l.AJlO 'UAvnOll 8V 'He
OECLAne THAt THIS LAND OlVUIOH II IIAUD 0tI AH
OUCAlIIEO HfAUN. COHtMJCtl:O 11'1' we: 011'
DIIT"HCE', COUAses AHO "Jl!GUI "Ill .ttC/WH
~UUllNfS OTMU TItAN THOSe IoIOHtMl!NIS A'
MAVe: IIUN .n AHD Lot COIINIItS 'TAIlEO
.tfOA' '!.AT,
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i
CL..Ul...u:.....A..L. ..J.
itNOw ALL loin .., TH!l1 "AlII." THAT we tHI! \lHOUSIGfrllO, OWtt..s 0" TMI
LAN') HEIIIIV pUTTlD, HUI.., DlCl.AAI '"II I'UT AHD OlOICAU '0 THI uar: I')fI
TH:l: "'1IL1C ,(IIUVU ...1.1,. ROAD 1IIIOHT,,0'..WAY lHOWlt H..f:OH AND 'Hit UII THUeg,
'OR ....,. .ulD ALL f'UIIL'C ",,,lI'(.SII IIOT INCON'UtlH' WITH THI UII 'HIAIOl' 'OA
f'UIILI "'I' ""~POSE., I ALiO GIlAHt '0 LOT OWNERS WITHI. THIS .......T THI
AHIM IAlPoIlHTI AI "1."'TlO 'OA IMGUII, IBIIUI AHO UTlLUV
HC '....."OA. HU"" ACel'" "'LI. 1II11~"tIl.'LITV 'OR "'LL CLAI""
'MUCH ......" or OCCAIIQljeo '0 AMY OTHU LANO OR 'f:nlOlflJ ."
'AIO I'LATTOAS ...UTH(IIUIIO IV tHI Ct.lUHTV IIN AII..ATlCM TO THII
".AT, we Hrllny CONIINT TO THII ''''''T,
&;d'~ ".11...__ , ~ f1.1u. 1./1,,,,,, ~ i41~
~~"LO J. CANDACI Y. HOUSl IV DONALD oJ,
IIOOU .... ...nOflHl".II'.'ACT Aoon .... ATTOHNlV.II'''''''CT
lOUTH RIGHT 0' WA" LUll 01' lfATIl
0' .AIHING'ON II" OU-O AICtlAOeO
THI IAOT LINI .:I, lAID COVIII....IHT LOT
IT ALOIiIG SAIO AIOHT 0' ....., LIHI, A
'HI TRUI POINT 0' IIOIHHIHOI
II' 151- WIIf ALOfrtQ IAIO "l<lm (II" .AY
....1T1
IT, A OIlTAHCI 0' 1,0H,n nIT, I.lllAI OA
0' lAID OOY"MNWl!HT LOT 11
lAin lOUTH.A,-' LIlli 0" OOYIAIILlf!NT 1,.0'1' 1 TO A
Oil' ,,- WIlt 'NQI,l Tltr TAur POIHT 0'
U-!..ll...a WI,. n n,. ,J" III T
II
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.JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
1'.11. !lox 1:.!:!1l
I'llrl 'liIWIl:->I'1l11. \;"Olsllill)..nllll !IS:lIiS
Plilnnjll~ (~IIIi) :tS:I,!JI.Ui
Bllildillg (:":OIi) :l~,.,-nl.ll
.JEI"FEHSO~ COl';"I;TY ('()t~I:'TllnITsE
1>00dcl Cr/lldsllIirh. Din.!.to!'
'.'1.,
., ~ \..
.\~~
February 15, 1990
FEB 20 1990
~,EnE!:lSON COUNTY
',.1 I~/",C)t.(~ rH=!=':',
Mr. Donald J. Roose
Mr. William House
Sunshine Properties
14796 Siverison Rd.
Bainbridge Island WA 98110
Re: Access Road Right-of-Way / Short Subdivisions SP 16-89 &
SP 17-89
Dear Messrs Rouse and House:
Your request for administrative review regarding an exception to
the width of the access road serving the above contiguou3 short
subdivisions has been completed. The following findings and
conclusions have been established.
(1) The property proposed for short subdivision is adjacent to an
identified collector road. Limited access onto Old Shine Road
is required,
(2) The proposed access road will serve five (5) lots (0-2 & 3.
D-1. 3 & 4),
(3) State highway 104 borders on the north and re);lresents a
topographical barrier,
(4) The length of the proposed access road is 440 feet to the
south line of proposed lot C-3,
(5) Closed or dead-end access roads al'e required to provide a
turn-arQund area.
(6) Road access approval for lot D-?' is required prior to final
plat approval,
(7) Road approaches are required to be constructed to Jefferson
County standards.
Page 2
'Mr. Donald Roose
Mr. William House
February 15, 1990
Based on the above findings and conclusions, approval of an access
road width of forth (40) feet is granted, subject to the following
conditions:
(1) Access onto Old Shine Road is limited to the short subdivision
access road for lots C-l, C-2, C-3, 0-1, D-3 & D-4.
(2) A turn-around must be provided at the end of the dead-end
access :coad. The turn-around must be approved by the
Jefferson County Public Works Department and depicted on the
final short plat mylars.
(3 )
A road aCCeSS permit must be obtained from
County Public Works Department for lot D-2.
permi t number shall be depicted on the face
mylar.
the Jefferson
The approach
of the final
(4) Notice of access road maintenance responsibility shall be
depicted on the final mylars under "Notice to Potential
Purchasers" and read as follows: "Responsibility for
maintenance of the access road to the lots within this
subdivision rests solely with the lot owners. Jefferson
County will' not provide access road maintenance service."
(5) The road approach for lots C-2, C-3, D-1, 0-3 & D-4 shall be
constructed to County standards as established by the
Jefferson County Public Works Department.
During administrative review, the following points were also
established.
(1) A community water system is proposed to serve the two adjacent
short subdivisions. Approval of the water system pl~ns must
be ob~ained from the Washington State Department of Health
pr,tor to construction. Approval of building permits is
subject to installation of the community water system. A
notice under "Notice to Potential Purchasers" requir~ng
installation of the community water system prior to the
issuance of building permits by Jefferson County is required
to be shown on the face of the final plat.
(2) Proposed lots C-1, 0-1 & 0-2 include beach frontage.
Clarification is needed regarding the proposed ownership of
the shoreline area. Is individual ownership for lots C-1, D-
1 & 0-2 anticipated, or is common/community ownership
involving all seven (7) lots oontemplated? Common ownership
of the beach frontage w~ll necessitate easements in compliance
with the SUbdivision o~dinance.
,';':"",'':'''!''';~J:'''<'"~,...m,:'~'''';'""",-,
Page 3
Mr. Donald Roose
Mr. William House
February 15, 1990
Should you require any further information, please contact: the
3efferson County ?lanning & Building Department.
sin:;;S;L
&::ry Smi th
Associate ?lanner
3S:ak
c: Jefferson County Pllblic Works Department
Jefferson county Health Department
~
JEFFERSON COUNTY
SHORT SUBDIVISION SUMMARY APPROVAL
Short Subdivision SP16-89; William House; section 34, Township 28
North, Range 1 East, WM.
DATE OF APPROVAL: January 23, 1990
CONDITIONS OF APPROVAl,: Preliminary approval by Jefferson County
has been granted subject to the requirements of the Jefferson
County Subdivision Ordinance and the following conditions:
1. The final short plat shall be prepared in accordance with the
final short plat checklist (copy attached).
2. Sixty (60) feet of right-of-way for Shine Road shall be
dedicated to the public and shown on the face of the final
plat.
3. The width of the private right-of-way serving the four (4)
lots of this short subdivision and the adjoining three (3) lot
short subdivision shall be a total of sixty (60) feet in width
and shown on the final plates).
4. The private road serving the short subdivision must be named
and approved by the Jefferson County Public Works Department.
5. Drainage from the site must be disposed in a manner so as to
not adversely affect adjacent properties or public rights-of-
way. A drainage plan shall be submitted for the approval of
the Jefferson County Public Works Department and implemented
as necessary at the onset of the project. Approval of the
drainage plan shall occur prior to final plat apprnval.
6. Sewage disposal permits are required for each proposed
building lot. The sewage disposal (sand filter followed by
a mound) plans must be reviewed and approved by the Jefferson
County Heal th Department, and include the following addi tional
information: operation and maintenance agreements, Jefferson
County Public Utility Districts' Monitoring Contracts, and the
drainfield/sewage collection line easeme~ts. Easements ~or
the collection lines and community drainfield areas shall be
established by recording of a separate easement, by
declaration or dedication of the easements, and be graphically
shown on the face of the final short plat mylar.
7. Plans for the pUblic water system must be reviewed and
approved by the Washington Sta'te Department of lIealth. Final
approval of the we tel' system from the Department of Health
must be ,received before sewage disposal permits are issued by
the Jefferson County Health Department. Development of the
community water system for this short plat must proceed in
accordance with the goordinated Water System Plan, as
administered by Jefferson County Public Utility District #1.
Contact the PUD manager Bob Leach at 385-6800.
8~ All storm water run-off and natural drainage water from areas
above and surrounding the community drainf ields shall be
diverted away from the drainfie.1d area. All plans for water
diversion shall be approved by Jefferson County prior to
cons'truction.
9. Under Notice to Potential Purchasers", the following:
a. No access shall be permitted onto State HIghway 104.
b. Surface wa.ter run-off direc'ted to the sta'te highway
right-of-way must not exceed pre-development run-off.
c. The WaElhington State Department of 'l'ransportation will
not be responsible. for naise attenuation if the
Elubdivided property experiences noise levels ln ,excess
.~." ",,,,,.",-,,,"~."'~N"'_''''''''4'.. ,-
d. Advertising signs visible from the adjacent state Highway
104 must com~lY with the state scenic Vistas Act of 1971,
as administered by the Washington State Department of
Trans~ortation.
e. The location of the well and the 100 foot protection zone
mu~t be shown on the face of the final plat.
f. A sewage disPOSiiol permit has been issued for each lot
under permit numbers (identify permit number for each
lot). The system must be installed consist3nt with the
proVisions of this permit. The permit is valid for one
(1) year from (identifY date of permit issuance), 1969.
A yearly renewal is permitted for a maximum of two years.
Upon expiration of the sewage disposal permit. approval
of the 10t(5) for sew~ge disposal purposes is not
guaranteed and is subject to further approval of a
renewed sewage disposal application. (contact the
:Jefferson county Health Department.)
g. Lots created herein shall not be further divided in any
manner wi thj,n a period of five (5) years wi thout the
filing of a final long plat.
h. AnY removal of or major disturbance of soil within the
proposed drainfield areas may create si te coodi tions that
are unacceptable for the installation of sewage disposal
systems and could invalidate the sewage disposal permit.
EXPIRATION: summary approval will expire on :July 23, 1990 unlesS
an extension is requested a.t. least thirty days before the date of
expiration. A one time extension may be granted for a period of
si~ (6) months. If summary approval eKpires, ~eapplication may be
made.
SUBMISSION: It is the responsibility of the applicant or
authorized representatiVe to ensure the final short plat is
submitted in accordance with the conditions of summary approval.
'I:his includes paying all p~operty taKes and submitting a $53,00
recording fee and a plat certificate, all of which is outll.ned in
the final short plat cheCklist.
NOTICE: The sale of lots prior to final short subdivision app~oval
1~O;:;J~
~ry 'Sl1\i th
Associate planner
:Jefferson county planning and Building Department
c, :Jefferson County Health Department
:Jefferson County public Wor1<:soepartment
Washington State Department of Transportation
:Jefferson County public utility District 4tl
Fred III II
ti:;:,C,EHlED
JAN 24 1990
c:-!:~.8~OtJ COUNTY
l()qK.~ Or-PT.
JEFFERSON COUNTY
SHORT SUBDIVISION SUMMARY APPROVA~
Short subdivision SP17-89; Donald Roose; Section 34, Township 26
North, Range 1 East, WM.
DATE OF APPROVAL: January 23, 1990
CONDITIONS OF APPROVAL: Preliminary approval by Jefferson County
has been granted subject to the requirements of the Jefferson
County subdivision Ordinance and, the following conditions:
1. The final short plat shall be prepared in accordance with the
final short plat checklist (copy attached).
2. Sixty (60) feet of right-of-way for Shine Road shall be
dedicated to the public and shown on the face of the final
plat.
3. The width of the private right-of-way serving the three (3)
lots of this sh.,rt subdivision and th", adjoining four (4) lot
short subdivision shall be a total of sixty (60) feet in width
and shown on the final platts).
4. The private road serving the short subdivision must be named
and approved by the Jeffel'Son County Fublic Works Department.
5. Drainage from the site must be disposed in a manner so as to
not adversely affect adjacent properties or public rights-of-
way. A drainage plan shall be submitted for the approval of
the Jefferson County Public Works Department and implemented
as necessary at the onset of the project. APproval of the
drainage plan shall occur pri.or to final plat approval.
6. Sewage disposal permits are required for each proposed
building lot. The sewage disposal (sand filter followed by
a mound) plans must be reviewed and approved by the Jefferson
County H",al th Department, and include the following addi tional
information: ope':.'ation and maintenance agreements, Jefferson
County Public utility District'S Monitoring contracts and the
drainfield/sewage collection line easements. Eaoements for
the collection lines and community drainfield areas shall be
established by recording of a separate easement, by
declaration or dedication of the easements, and be graphicallY
shown on the face of the final short plat mylar.
7. plans for the public watp.r system must be reviewed and
approved by the Washington state Department of Health. )j'inal
approval of the water system from the Department of Health
must be received before sewage disposal permits are issued by
the Jefferson county Health Department. Development of the
community water system for this short plat must proceed in
accord with the coordinated Water system plan, as administered
by Jefferson County public Utility District #1. Contact the
PUD manager Bob Leach at 36G-5600.
8. All storm water run-off and natural drainage wate):' from areas
above and surrounding the community drainfields I1lhall be
diverted away from the drainfield area. All plans for water
diversion shall be appro',ed by Jefferson County prior to
con~truction.
9. Under Notice to poten'tial purchasers", the following:
Noacceas shall be permitted onto state HIghway 10/,.
surface water run..off directed to the state highway
right-of-way must ,not exceed pre-development run-off.
The Washington state ,Departmen't of Tranaportatlon w:l.ll
not be responsible for noise attenuation if the
subdivided property experiences noise levels in eltCe!lS
a.
b.
c.
,-
...
d. Advertising signs visible from the adjacent State Highway
104 must complY with the state scenic Vistas Act of 1911.
as administered by the Washington State Department of
Transportation.
e. The location of the well and the 100 foot protection zone
must be shown an the face of the final plat.
f. A sewage disposal permit has been issued far each lot
under permit numbers (identify permit number for each
lot). The system must be installed consistent with the
provisions of this permit. The permit is valid for one
(1) year from (identify date of permit issuance). 1989.
A yearly renewal is per~itted for. a maximum of two years.
Upon expiration of the sewage di$posa1 permit. approval
of the lot(s) for sewage disposal purposes is not
guaranteed and is aubject to further approval of a
renewed sewage disposal application. (Contact the
Jefferson county Health Department.)
g. Lots created herein shall not be further divided in any
manner within a period of five (5) years without the
filing of a final long plat.
h. Any removal of or major disturbance of soil within the
proposed drain field areas may create site condi tions that
are unacceptable for the installation of sewage disposal
systems and could invalidate the sewage disposal permit.
EXPIRATION: Summary approval will expire on July 23. 1990 unless
an extension is requested at least thirty days before the date of
expiration. A one time extension may be granted for a period of
six (6) months. If summary approval expires. reapplication may be
made.
SUBMISSION: It is the responsibility of the applicant or
authorized representative to ensure the final short plat is
submitted in accordance with the conditions of summary approval.
This includes paying all property taxes and submitting a $53.00
recording fee and a plat certificate. all of which is outlined in
the final short plat checklist.
NOTICE: The sale of lots prior to final short subdivision approval
i~;J;:L
~rrY Smi th
Associate planner
Jefferson County Planning and Building Department
c: Jefferson County Health Department
Jefferson County Public Works Department
Washington state pepartment of Transportation
Jefferson county Public Utility nistrict.#l
Fl'ed HIll
t.:. ("ri f:. rv EO
Jfl.N 241990
r"::fERSON couNi'1.
"7:., i,.. \Mnt'll<~ l')I=Pi .
,-
."
1\("")I,\l;j:~M
-
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.... r~.
~:,:.-~...,'..i/
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~~i#~',
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jellerson Slreet
P.O. 80x 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P,C., County Engineer
HIDlORANDUM
TO:
P1anning Department
Public Works sY.......
January 10, 1990
FROM:
DATE:
SUBJECT:Donald Roose proposed short plat SP 17-89, william House
proposed short plat SP 16-89.
Public Works has reviewed the above proposed short plats along
Shine Rd. and have the following comments:
1. 60 feet of right of way for Shine Rd. shall bc dedicated and
shown as such on the dedication on the face of the plat map.
2. Easement for the short plats should be 60 feet. If it is
acceptable to have easement jointly with the adjoining
proposed shor.t plat then 30 feet from each short plat would
be sufficient. If the road is going to ser.ve 7 lots. then it
should be constructed to an acceptable private road
standard, and improvements to the existing access would be
necess<lry.
3. The road serving short plats needs ~o be named.
4. A dr.ainage plan shall be required. No dra inage should have
impact on adjoining properties or County Roads.
PWA 03.40.01
100% Rocyclt:cl Poper
.,--"..."",,~,
.'s,(Plro-~9
.:TEFFERSON COUNTY
SHORT SUB:OXVXSXON AFFLXCATXON
lh.~.shlngton Stot. Bound.ri., and Plot Act (RC~ 58.lll r.qu,res th.t divisions of lond for s.le or I..se comply with the
provIsions of the J.fferson County SubdivIsion Ordinance. Th. purpose of thIs Act .nd Ordl",nce Is to ensure th.t potential
purch.se" h.~e lots with .dequote .cc.... w.ter supply ....ge dlspo..l. I.g.l d.scrlptlon of hnd. etc.. .nd the gener.1
taxp.y.rs of the county .ill not ht.r hove to unnecess.rl1y contribute toward those d.ve10pment cost.. lhe Ordlnonc. requires
th.t .hor. .ubdlvlsions (the division of land Into four or f.w.r lot., trocts. p.rc.l.. or sites) within the unincorporat.d orea
of J.lle"on County be revi.w.d with crit.ria established by the Ordinance. A parcel of l.nd eligIble for short ."bdl-,;slon
w,\Jst have existed as an individual parcel at least fhe years.
APPLICANT: ,lil1 i ~m Hn\J<e
Bainbridae I<
WR gR1'0
l\DlJRESS: 8068 Hidden Cove Road
TELEPHONE: (home)_ 842-1774
_ (business)
AUTHORIZED REPRESENTATIVE,__
ADDRESS,
(business)
TELEPHONE: (home)_
:DXRECTXONS
\.
~~~w:id' J~ mn~~n~u~o~~J;t:~~i Ic:~i~~e a~~inr oin:r~~ct I~~~t~~t f~~~h;~f:~~l~~s~~~~\~/~~~~~~~r~~d r~~~l~~~g t~.~~~~i:~; -
U~.~~0~~~sl~2d\tlona 1 informat Ion (reports. studi.s, m.ps, illustNtlons. le.s.s, pl;'mlts. .tc.) th.t m.y .further
d.scrlbe the propo,ed development or m.y be required by Jefferson County. in .ddltlen to the preliminary plot.
Check .lth .ppropri.te .g,ncies to decermlne If the proposed d,..lop..nt requires addltlon.l fermfts or opprov.ls. An
1~~:e~t~~:~ ~~jefeJ~;o j'~:ai~~~c~~~n~~g~~~~~;~t~r o;~:r~r;: :g;fl;.o;l:Xi~s~h" ;r~v:~so:J'de:eOtop".":tt1.Ylng wi th otho<
2.
3.
P-ROFER~Y :ogSCRXFTXON
GENERAL LOCATION:_881 Shine Ro~ Pt Ludlow Wa g8365
LEGAL (from property tax statement),
Attached
=
OWNERSHIP:
Applicant: 0 ownel' 0 Lessee G contract purchaser 0 other:
owner (name and address), Mr. and Mrs. Hugh Lytle 881 Shine Rd. Pt. Ludlow. Wa, 98365
ENCUMBRAl/CES (i'dentify and attach eltisting mortgages, :U.ens. restriction$, covenants,
easements! etc.), to follow
SUBDXVXSXON :O~SCR~P~XON
SUBDIVISION NAME (~f known):.!.o name
LI\ND USE (commercial, residential, industrial, etc.l,~es.i denti al
~
43'-157
~
SEGlU:crATION:
Total Lots,..-!--
Total Acreage:_7. 43 acres
Gross lot size (acres and/or square feet):
t.!f
Lot 1: ~ Acres
-,."1
Lot 3:_~ Acres
(.q
Lot 2:~ ~rrp<
7.. (
Lot 4.,~.A!:rp<
SUBDIVISION ACCESS (right-of-wa'.l name):_ Shine Road
LOT ACCE:SS:
Q) Private 0 public (name),
___ . Right-of-way width (in feet),_ 10
\'ll\.1:ER SU?J.>t.Y SOURCE: 0 Individual w"lls <V community well
o Extension of existing system (identifY);
Length (in feet):1ill)
SEWAGE DISPOSAL METHOD,
o Individual septic tanks and drainfields
o community sep~ic tank and drainfield
o Extension of existing system (identifY):-
OTilERIMPROVEMENTS (identif'.l drainage facilities. bridges, 8ignS. etc.):_
=
PR~LX~X~bRY pLb~
o..,AAL. ,.. ,..H.'o,"" p'" .haH '00"" 0' . .,.'n'" m" on' .". p,.o. 00" 00"
"0", o' ,.. o.",~, '" ....,.",. H .,all ". 00 ",.,,, "'0 " bY " '0'''''' '0 ...,..
.nd ..,,,,,. '0' ,0",'''' ,..~, .h'U "au"" ". .."","'00 ...., "",'0"" ,.,.,
description of property (section. township. range). and north direction.
",",,,,TV """. ,.. ",'0'"1 MP .h"" ". ,..no '" o~ ,,00" 0' ". p..H",",,"" 0""
.nd .h.U ,"""." ". '0.."00 0' ". ,.opo'" ","'00"0' ,. ". 0.....' .'0,,"0"'"
feature" (c.ommunity. ~later body. majOr. road. mountain. valley. etC.).
"" '!.AN. ,.. .,.. 0"0 .hall 'od,.... ,." 'oUow,"' ,..<n'" '" ,.. m,on..
designated:
" "opo"'" L....'oO au' ,.n," 0' bO.U'"'' Ho'" ,.,,"00 .0' ,,,..,,,, 0'
0.""0"" 0""'''' ,..,..~, ...h '0' b"""o', ,.n, "0'" "ok au' ,.",oU."
area. creek. etc.; and total acreage.
" LO", LO"UoO au' ,.,,'h 0' '0' Hoo" .....,. 0' ~.h 'ob .od '0' n..b....
,. A"...... LO"''''o aud 'd'uU", of ..",,,,,'00 ..".. mnd '0""'" 'au,'" au'
"",'-o,-w.' n"'" 0' '0' .000.... (0." ,.b" .00..... .. ",,""M" o'
"proposed").
.. '.....0'.. Lo~"o~ ,,,,nU'Y, ,.n,'" . au' w"" of .U ......n.. (mha' ,.,.,
easements as "eKisting" or "proposed").
bCK~O'l"l'1:w~PG:e~:e:~~
, .."by d'o'"'' '0 ". b..' .f ., k..W"'" .." """"" ,.. '0,"0,"' '0'0,,'''00 .nd
all attached information it'l true and correct.
~.~
(authorized signature)
1?t/?//;;.9
" (date) I
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J'Eli'FERSON COUNl'i' PLANNING AND BUILDING DEPARTMENT
PO BOX 1220
PORT TOWNSEND, WASHINGTON 98368
206-385-9140
N01'IOE OF APPLICATION FOR A SHORT SUBDIVISION
,.
fWD
Attached is a copy of an application for a proposed short :subdivision of
a parcel of land that is in you.r department jurisdiction. If you have any
questions or wi:sh to comment on the proposecl subclivision. please write or
te1ephr.methisofficeby /1rJ/TW/IAA./ Ib- 199 ()
~. f I
--------------------...-----------...--------------------------------
.,f~7t;;:r,r.:~" '
-c
.
... ",,,. -, ..'..,.. ..,.
-............
SPil-~<=r
JEFFERSON COUN~Y
SaoRT SUSPXVXSXON ~~~LXC~~XON
The ~..hlngton St.te Soundaries .nd PI.t Act (RCW S9.17) requires th.t dMslons of 1.nd for ..le or 1e..e comply with the
provisions of the Jefferson CountY SubdivIsion Ordinance. Ihe pur"ose of thl' Act end Ordinance I' to en,ure thet potentl,1
purchesers h.ve lots with edeque" .cc"s. weter supply. se..ge dispos.1, 1eg.1 description of lend. etc.. .nd the gonera1
texp.ye" of the county w\11 not later hove to unnece,sari1v contribute toword those development co,ts. The Ordlnence requires
th.t shore subdivisions (the division of land into four or I..er lots. tracts. parcels. or sIteS) within the unincorporated ore.
of Jefferson County be ,"vie..d with crlterl. established by the OrdInance. A parcel of land eligIble for short subdIvision
must ha'le existed as aoind\'lidual parcel lit 1eost five years.
APPLICANT: Donald J. Roose
=
ADDRESS: 14796 Sivertson Rd. Bainbridqe 1s.. ~Ia 98110
TELEPHONE: (home) 842-0801 (business).
AUTHORIZED RRPRESENTATIVE:
ADDRESS:
(business)_
TELEPHONE: (home)_
PXRECTXONS
I.
~~;w:id '1~ ml\~~n~~o~~l~t:;~i IC:~ i~~e.~d Inr O(n~f~~cti~~~t~~t {~~~h~~f :~~;~7s~~~~\~/~~~~~d~r:~d r~~~\~~~g t~e~~;~;~~
l.~~e~ho~~~Si~2d\t\onel Inform.tlon (reports, studies. meps. illustrations. ,."... pormits, etc.) that m'Y further
descrihe the proposed develof"ent or mey be required by Jefferson County. In .ddition to the preliminary plat.
Cheek with .ppropri.te .gene es to determine if the proposed development requlr.. edditional f'rmit' or approve1', An
~~~:e~t~i:~~~~efe~~~e r~:~g~c~~~n:ig~l~~ 1~;: ~o~r O;~~~~~~: :~;fi;~~l:x;~s;h: :,';;01":J'de:"I~p~oerit1:lng .\th othee
2.
3.
GENERAL LOCATION:
PRO~ER~~ PESCRXPTXON
881 Shine Rd. Pt. Ludlow, Wa. 98365
=
LEGAL (from property tax. statement): Attached
OWNERSHIP:
APplicant: 0 owner 0 Lessee 0 contract purchaser 0 other:
Owner (name and address): Mr. and Mrs. Hugh Lyt.le 881 Shine Rd. Pt. Ludlow. Wa. 98365
ENCUlIBRI\NCES (i'dentify. and attach ex.istJag mortgages. liens, restrictions.
easements.. etc.): to fo 11 ow
SUSDT-VXSXON DESCRXPTXON
SUBDIVISION NAME (if known): no name
LAND USE (commercial. residential, induetri"l, etc.): Re S i den t 1 a 1
~
L/"5Y'Slo '
SEGREGATION:
3
Total Acreage:
::5. ()
Tc!:.-.l Lots:
Gross lot size (acres and/ol' square feet):
Lot 2:
/. / /J<<cr$
Lot 1:
{. (, ~I!{l.C;
'-..3 ht:./Z.;;-f
S If;,!/!!:" R..-ol/'J>
Lot 4:
Lot 3:
SUBDIVISION ACCESS (right-of-Way name):
LOT ACCESS:
o private 0 Public (name):
Length (in feet):~
. Right-of-nay width (in feet): .3 0
l'lA~ER SUPPLY SOURCE: 0 Individual wells @ community well
o E>ctension of existing system (identifY);
SEWAGE DISPOSAL ~lETliOD:
o Individual. septic tanks and drain fields
@ community septic tank and drainfie1d
OE>Ctension of existing system (identifY):
OTHER IMPROVEMENTS (identify drainage facilities, bridges. signs. etc.):__-
~RELXMXNARY ~L~~
GENERAL. The preliminary plat shall consist of a vicinity map and site plan. Only one
copy or the original is required. It shall be no larger than 11 by 17 inches, to scale,
and suitable for copying. The map shall identify the subdivision name, deve1opel'. legal
description of property (section, townshiP, range), and north direction.
VICINITY MAP. The vicinity map shall be drawn in one corner of the preliminary plat,
and shall indicate the location of the proposed development to the nearest geographical
features (community, water body. major ro"d, mountain, valley. etc.).
SITE PLAN. The site plan shall indicate the following features in the mannel'
designated:
1.
Property: Location and length of boundary lines; location and identity of
outstanding physical features, such as a building, well, septic tank and drainfield
area, creek, etC.: and total acreage.
Lots: Location and length of lot lines. acreage of each lot, and lot numbers.
Accesses: r.ocatJor> and identity of su\:Jdlvision access and location. length, and
right-of-way widths of lot accesses (must label accesses as "existing" or
"proposed").
Easements: Location, identity. length. and width of all easements (must label
easements as "existing" or "proposed").'
2.
3.
4.
,ACKNOWLEDGEMENT
I hereby declare. to the best of my knowledge and belief. the foregoing information and
all attached information is tn\e and correct.
--:-x-Il A.ooo _ 0 ~~
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(authorized signature)
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NT'
NORTHWESTEI1N TERRITORIES, INC.
Cngineers . Land Surve.vors _ Planners
Construction Coordination . Materials Testing
_ lG~, \:~:-"
SEP 24 1990
JEFFERSON COUNT'
PUBLIC: WORK~ ,..,;::r-
Septembe,- 21, 1990
Mr-. Don Roose
The Port Madison Company, Inc.
14796 Silvertson Road
Bainbridge Island, Washington 98110
Subject: Roose and House Short Plats
Dea r Mr. Roose,
On September 18, 1990, Northwestern Terri tories, Inc., (NT!),
made a field investigation of the recently constructed wet pond
serving the above mentioned short plats. This field trip was
preceded by a call from the Jefferson County Engineer, who ex-
pressed concern with the construction of the pond. In reviewing
our records I could find no specific construction drawings for
the pond.
On the day of our investigation, the pond was full of water and
had a steady stream exiting through the south side near the Old
Shine Road. This existing outlet had no provision for erosion
control and in fact had evidence of erosion. It is imperative
that the pond outlet be protected from erosion prior to the
upcoming raining season, otherwise we may expect continual e"ro-
sion through the side of the pond and the possibility of total
collapse with the bulk of the pond berm ending up on the beach
below. We suggest that the pond be provided with a rock lined
outlet in the same location of the existing outlet, as soon as
possible. I have provided a revised drainage plan detailing an
appropriate outlet.
In addition to the lack of an outlet for the pond, there are
several other drainage features which should be corrected to be
consistent with the original drainage plan which was submitted
with the short plat. The new drainage/ biofiltration swale was
specified to have a minimum of three to one side slopes. It
appears that the slopes are steeper in many areas. The area
Immediately around the pond and the pond berm should be reseeded
as soon as possible to minimize the eroison. In general, the
entire site should be reseeded and protected from the upcoming
rains. One other note, the pond was apparently intended to
provide fire protection, however, we have no record of sizing the
pond for that purpose and feel the actual pond size should be
vFlrified.
717 SOUTH PEABODY, PORT ANGELES, WA 09362 (200) 452.0401 '.000.654.5549
Mr. Don Roose
September 21. 1990
Page 2 of 2 pages
It could be that the pond, as constructed, ;s of ;nsufficient
size and needs to be enlarged.
This letter has been provided as a courtesy service. to address
what NTI feels are significant problems with the construction. I
trust you will take these matters under advisement and take
corrective action.
Sincerely,
NORTHWESTERN TERRITORIES, INC.
~c:;~
Jay S. Petersen, PE
Project Engineer
JSP/ksh
cc: Mr. B;ll House
M(. Bob Neshi tt
fc: Roose.Sep
Di r: JSP/Ltr
CLARK ASSOCIATES
A DIVISION OF NORTHWESTERN TERPITORIES. INe.
717 South Peabody
PORT ANGELES. WASHINGTON 98362
{l.,l~lJlm:(R1 @[f uOO~~~[i0iJ01flf~[b
(206) 452-8491
rom--
September 24, 199
\ A1TENTION
Mx.. Bob Nesbi tt
TO Jeffeson county Dept. of Public Works
Post Office Box l220
Revised Drainage Plan
Port Townsend. Washington 9836B
WE ARE SENDING '(OU e-IC\t:ched
the following Items:
o Under separate cov~r via
o ShoP drawings
[] Prints
l-:; Plans
o Samples
:::J Specifications
o Copy of letter
o Change order
~see Belo~1
1
Revised Drainage Plan
'--o.-~C~P.,o;;--==-=~~:=~===~---1
for Bill House and Don Roose I
I
\
I
\
\
_11
SEP 25 1990
JEFFERSON COUNT'
PUBUr. WOAI<<1 r,,,,r
T~IESE ARE TRANSMITTED as checked below:
[1 Resubmlt__Copios for ar>PI'ov~l
o For approval
~your use
o Approved as submitted
o Approved as noted
o Submit _caples for distribution
o As requested
o Returned 'or corrections
o Return _.corrected prints
o For review and comment 0
o PRINTS RETUnNEO AFTER LOAN TO US
o FOR BIDS OUE
_19_
REMARKS
'rhe ravis",d Crll,inllgo pIon was inadvarton tly loft out oft:ha latter
dated SO!? 21., 1990.
COpy TO
~ .
__ SIGNED: ... tU::K..1d__!.skt1
"lInl.l/O.'lfll~ II" (1(11 " /JO/fll/, ,(/"dl~ nofl/~ ul It on~e. \lny. s. . ~otorsan
t=f-CA-
.-
-
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I"
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A. t: C. ij;:;' ~ ,,/ .)".. Pc
DEe 13 1990
JEFFERSON COUNTY
PUBLIC WORK~ nr
pvJ
NOTICE OF PUBLIC HEARING
PLAT AMEND1~ENT
ROOSE SHORT PLAT
NOTICE IS HEREBY GIVEN that a public hearing will be held by the
Jefferson County Board of Commissioners on Monday. December 24.
1990 at 2:00 p.m. in their chambers at the County Courthouse in
Port Townsend, Washington, for the purpose of taking testimony
concerning the following plat amendment.
DESCRIPTION: Amend the Roose Short Plat by relocating a portion
of the platted common a~cess right-of-way to avoid encroaching on
the setback <'tt'ea on the east side of an exis.ting structure on Lot
2. This action will increase the area of Lot 2.
LOCATION: Approximately ~wenty (20) miles southeast of the Port
Townsend city limits, adjacent to State Road .No. 104, being. a
portion of Tract C within Government Lot 1, Section 34, Township
28 North, Range 1 East, W.M.. Jefferson County, Washington.
HffHHH MAP CHECK fHHtHHi
::RO~
BEARING
DISTANCE 'u
NORTHING
./
EASTWG
10.000.000
10.039.92;
16.577 T:
T AIISEIH BR6 (IN ~ OU!) N~ 65 28 39 1111 t.'" Cot ,.,.
...... ....... hI
RAD IUS PT 11.187.4B0 16.726.B29
TRAVERSE CHORD,
2 fiW ;5 11 26 16.577 4 9.688.720 IB.024.874
4 IIN 64 54 1.3 144.490 5 9. ;50.B04 9.894.624
5 /IN 66 46 18 315.506 6 9.874.436 9.6B4.098
RADIAL BR6 11/1 ~ DUll SN 23 13 42 liE 18 51 35
lUBB..,0
I SE 709 B0 32B.730 9.661.764
RADIAL BRG Wi ~ OUTl liE 24 31 21 oW 25 05 47
DELTA
o 34 ]I R=
1655.0D0 A=
16.577 C=
67.643 T=
TA/lGElil BRG 1II1 ~ DUll 1111 66 46 18 NN 71 B6 25
RADJUS PT 9.&56.579 ".253.086
TRAVERSE CHuRO,
6 /IN 68 57 21 67.843 B 9.098.798 9.546.780
RADIAL BRG (IN & DUll liE 42 21 16 SII 4' 44 21
OELTA-
4 22 07 R=
890.000 A=
67.860 C=
DELTA
2 23 05 R=
675.B00 A=
28.094 C=
TAIIGEIIT BRG 1111 ~ DUll IIN 47 38 44 1111 45 15 39
RADIUS PT 10.m.617
TRAVERSE CIIDRD.
B IIN 46 27 12
10 1111 45 15 38
II I:E 8852 0B
12 liE 88 52 BB
IB 9.918.152
11 '1.989.896
12 9.996.245
13 IB.B.B.BeB
1 lB. BlU0B
liE 88 57 13 0.m CLDSHIS LIIIE
1.545.301 OIST TRAV
69.m.032 PRECISION
28.892
le0.m
361. 4lB
IB9.m
AREA 98B79.44 SF 2.270B ACRES
28.092 T=
9.995.538
9.520.418
9.H~.B26
9.810.165
9.999.97B
1B.0'0.000
~(J~ S/~
SP - 90
/l/d
.,~-r/9c..
17 ~fi?Gf};L.
8.289
33.946
14.049
HIUfttH MAP CH€.CKH4HHHH
LfJtJGI€.
~---------------_..-----------------------------------------------..------
FRON
BEAR ItIS
DISTAIICE TO
"DRTHIHG
EASTIIIG
Lor
------------------------------------------------------~-------------_._-
I
I SE 7 ~9 ~~ 32~. 730 2
RADIAL BRG (IN ~ Dun NE 24 31 21 SW
19.~99..09
V.6BI.7M
25 95 ~7
19.000.909
10.039.929
-------- - -~ - - -- --'~ -- -- -- -------- ------- --- -- - _.- --- ----- - -- - .--- -- -- --- -- - _...- - - .
t1H.lii
o 3~ 26 R=
1655.090 A=
16.577 c=
16.517 T=
a.2B9
-- ----- - --- - - --- -- ---- --- - --- --- -----.. ---- -- ----------- --- ---- --------- - - -.. ..- - -~--
TAWGENT BRG m ~ Dun NW 65 2B 39 IIW 6~ 5~ 13
RADIUS PT 11.167.4Bo
TRAVERSE CHORD:
2NW 65t12b
4 ~~ 64 5~ 13
5WW bb461B
6 NE I 47 35
7 NE aB 52 ~0
9.6Ba.72~
9.159.004
9.7aa.773
9.9%.242
9.999.m
I lU.B~~.O~~
3 14 '9 0.9n CLOSIN6 UNE
977.517 DIST TRAV
293.a97.273 PRECISION
16.577
1\4.499
9B.3!0
207.570
la9.a59
liE
...- --------.. ---- ---- ..--- ------ - ~---
AREA 51aa2.96 SF 1.2599 ACRES
~ ----- --- - ----- - -- - -.. -- -- -- -- - - ----
IHUHtH MAP CHECK HHtUUH
10.726.a29
10.924.a14
9.a94.014
9.a03.692
9.BI9.16;
1...iJ0.00,
19.00i.;;99
----..
FRO"
BEARINS
DISTANCE TO
NOR1H1NG
-- -~-_.. -.. -- -- --"'--- ------ - - - .....-- --- -..... .. - - - -- -- -- -- -_..- -- - --- - - -- -.... -.. -....
/~
~ASTll\G
.....- .----------....------------.....--------..--..------ ----....-......---- ---_..--~_..
I SH I 41 35
2 IIW 66 46 la
RADIAL aRG (!W ~ Dun sw
\
m.m 2
217.m 3
23 13 42 HE
\0.9;;0.0i9
9.792.531
9.87a.195
\8 51 35
10.9iB. 000
9.993.5i5
9.193.911
DEllA-
4 22 01 R=
B90.000 A=
67.860 C=
----_..-..~~..------_..---_....-----_.. _..- ---~ ----------- ---------- --------------.. ..------
67.a43 T=
33.946
---------_..-_.._---_..---_..-..-----------~--_..--------_..----------------------....-..---
lAtlGEllT BR8 WI I Dun ~IW 66 46 la HW 7\ 0B 25
RADIUS PT 9.06i.33B 9.m.a99
TRAVERSE CHORD:
3 HW 6a 57 21 67.043 5 9.9i2.556 9.730.593
RADIAL 9RR (III ~ Jun HE 42 21 16 SW 44 44 21
DE.LT"
2 23 05 R=
675.;;00 A=
2a.~94 C=
..----..---- ----..-----....--- --..--------........--....--..----..-------....--- -.... -----..---------
2a.992 T=
14.949
..-..--..........- ---..------..... ---..-..----.....--........'. ....-----------....--......---....---------..-..---
TANGENT BRG (IN ~ Dun NH ~7 3a 44 NW 45 15 39
RADIUS PT 19.401.315
TRAVFRSE CHOFD.
" IIW 4627 II 28.092 9.9?1.m
J NW 45 1538 lU;;.HU ~.9na55
8 HE aa 52 90 361.410 9 IM0;;.003
~_,1 IM00.090
SE 82 25 ;;7 ,4: 022,...CtOSIHG L !lIE
9aM24 OIST TRA'I'....-..
44.459.2;;;; PRECISIOII
-------------- --..-- ..........-..- ..-....----
~REA mQ6.74 SF 1.919;; ACRES
_oo--"--"-- -..-- - ..-..-.....--..--- -- -- ----
10.185.351
Q.119.731
'1.63U.639
9.999.9'a
19.00e.a;;0
.s'P -1D
Lt>r JJ
13
JEFFERSON COUNTY
SHORT SUBDIVISION SUMMARY APPROVAL
Short Subdivision SP9-90; Cecil M. Lan!;1e; Section 7, Township 30
North, Range 1 West, WM.
A
DATE OF APPROVAL: July 3, 1990
CONDITIONS OF APPROVAL: Preliminary approval by Jefferson County
has been granted subject to the requirements of the Jefferson
County Subdivision Ordinance and the following conditions:
1. The final short plat shall be prepared in accordance with the
final short plat checklist (copy attached) .
EXPIRATION: Summary approval will expire on January 3.1991 unless
an extension is requested at least thirty days before the date of
er-piration. A one time extension may be granted for a period of
six (6) months. If summary approval e'tpires. reapplication may be
made.
. SUBMISSION: It is the responsibility of the applicant or
authorized representative to ensure the final short plat is
submitted in accordance with the conditions of summary approval.
This includes paying all property taxes and submitting a $53.00
recording fee and a plat certificate. all of which is outlined in
the final short plat checklist.
NOTICE: The sale of lots prior to final short subdivision approval
is un1a~fU1'
r~
ary Smith
A,..e"" "', n,"
Jefferson county Planning and Building Department
c: Jefferson County Health Department
Jefferson County Public Works Department
David Evans << Associates
"."1;;"..,..; ..' ,;.~~.Jc~":.:,,nr "" ~"",':-~.:-
I
~.___p"'__ .,. ....r......._____
Ce.e-; { t-a-'l <-
FINAL SIlORT PLAT C\I&CKLIST
PREPARATION
The final short plat. consisting of one or more pages. shall be prepared as foliows:
The final sh"rt plat shall be buse,l on u complete survey and contain an accurate map
of the subdivided land. Tl\nt IRap shall include:
o ~ A vicinity sketch of the area where ti.e subdivision is located.
o A legal description of the land contained within the subdivisiOl..
o An engineering scale and north point arrow.
'" n."' ."", "., "on ..."" ,,, .",.""u ..,,<t. "".... ..,w.."..,. ,,'
any supplemental information'~aP
Each sheet. shall be an 16 bY 'al" inch mylar or similar reproducible matedai.
Al1lettering and dra"ing shall be in a. permane.\t. block inl<. including any
signut."res. which shall be originals. A marginal line shall be drawn completelY
around each sheet. leaving an entirelY blant< margin of :I incl\es on the left. and 1
inch on the relnaining sides. Each sheet shall contain the following information:
o
o
o
o
The name of t.he subdivision
Thu section. township. and range of tile snlJdiVisiC,n.
1'he nUIRber of the sheet. and the total numbe.' of sheets in the set.
The s"bdivislon nWRber assigned by t.he county.
MAP
"" n ,,' .."" ,'0' .",n "oo."",,, ,." '0' . .., " ,,,. · .W"'''' ,.", ",' "" U
include:
o All section. toWl\$hip. nluniciPol. and county lines lying ..ithin or adjacent to the
subdi vision.
o The location of ail monuments or other evidence used as ties to es tablish t.he
subdivision's boundaries,
o 'rhe location of all permunent control monnments found and establlsh<ld at the
call trolling corne.'s of the parcel being divided and within the s"bdivision.
o 'rhe boundnry ~fth" s"bdivisiOIl with eOlnplete bearings and lineal dimensions;
depicted with heavier lines thnn appeal's elsewhere 011 the piat.
o ,,,. ,...,,, ... .,..,..' .. ." ,.""" ,."." .", ,,,.,,,. .,... ,.. ,..,-,.."",. ..
all CUI'ves,
o ".. """, .. "." ,., U". """,.. .." "..,,,. ,., ."" ..., ",,"," ." 'M
iocation of uny lot line in the field.
o 'fhe 10catJon. duth. center line. und name of all roads within and lluJoining the
subllivisiol1.
o The locntion and width of nll onsomonts. shown with brolten lines, nlld a descript.ion
of the purpose thereof,
o Ilach lot's identificntiol\ by number nnd total aerenge.
o The iocntion of legal access. of no specified width. from the nonrest publiC t'nnd to
the ontire truct being divided.
NOTIFICATIONS
The final short plat shllll contain. when npplieable. the followlng statenlCnts alld uny
. 'M' ." "..." .. ",., ", . "" , ".", ",,,,.. ,.", "" "". ." ,,' .., io .."..",
o,'der:
Notice to potential purchasers
contact tile Jefferson County lIeolth Department regarding regulations govel'ning
private ar,'J publIC well anti sownge d:\slloso,l system 90tbaclt requIrom(1nt..
^""", .. "," ""....'" ,,,. ", ".. ",,,.. MP"'" ,r M.b '" ro, ,"~.."
sown[:o dJIlPosai systom". Approval or oaeh alto will be conditionai on building pl<lt
pions. contour9. ond salls of illdivldunJlots.
o A llotnbie wlltor sourcoia not9upplied to (Jde/ltJfy Jot Iwm!>oJ's),
o ^M'" '"" " "..,,, "" "',," " · '"" ,,"' """ ,., " P" P'''''' ( "'" "" ""
/lcl'mJ t lIum/JOI')'
o Lots cronted horoin shuli not I>e rurthor <liv1,iod in OIlY manllor wltl\in a Ilel'iocl of
five (0) yoors witho"t the rilin" of n Clllnl long plot.
. 0 ,., ".."" . r .. .. j" ". ,"' b'"'' " ..U "".". "" """., "" '"" ." "".. ."
creato slto conditions that are "Ilaceolltoblo fa" tl\o illstallotion or sewallo disP0901
aysteIRB.
D APproval of this subdIvIsIon does not con~tltute app,-oval of buIldIng or sewage
disposal permitS on oach lot. Permit al'pI'ova!s will be subject to building plot
plans. tYpo of use. contours. and .soils on Individual lots- Permits will be reviewed
in accordance with .Ite conditions and regulations e~isting on the date tho permit is
applled for.
CERTIFICATIONS
The final short 'plat shall contaIn the following cel,titlcations\
D A certification by the owners in fee simple and those havIng interest in the property
that the creatIon of the short subdivision Is by their free wIll and consent.
D A certificatIon by a licensed, land surveyor. regIstered by the State of Washington.
stating that the short plat is based upon an actual survey and the courses and
dIstances and all required stakes and monuments are placed on the ground.
o ,A certifIcation by the health. public works. .and planning department" .that the short
plat is in compliance with all short subdivision requirements of the Jefferson county
Subdivision ordinance and all condItions of summary approval.
o A certification of approval by the board of county commissioners.
o A certificatIOn of the clerk of the board of county commissioners..
o A certification of filing by the county auditDr.
o A certifIcatIon by the county treasurer that all property taxes to date have been
paid. The certificatIon shall be written as follows:
Io . treasurer of Jefferson County. Washington.
herebY certify that all taxes due and or deposIts required to cover
anticipated ta~es on the property embraced in this plat have been paid. up to
and including the year ---'
Jefferson County Treasurer
stl PI' LEMENT ARV
I
The fInal short plat shall atate, when applicable. the following under the titles
i ndl cated:
(Easements) (covenants) (Restrictions)
(Identify as an easement. covenant, or restriation) for (identifY the typal filed
under auditor's record '(identify tho number, voiume, and page).
(DeclaratIon) (D~dication) of Easements
o (state easements for ingress/egress and/or utll ity J/lsta.llstion and ma./ntenance.)
o Where a'dedlcation is made, the following statement shall be shown all the face of the
plat\
Know ail persons by these present that the undersigned owners in interest of
the lund herein described declare this shortplut to be createdilY free will
and consent and dedicated to the use of the public forever all streets and
,'oads shown hereon and the us.. thereof for eny and all publiC purposes not
ineonsistent with publIo highwoy purposes.
Declaration of (covenants) (Restrictions)
o (state ony covondnts or restrictions.)
SUDMISSION
The final short piat shall bo submitted oS follows:
~
o In uddition to the reprodllolbleoriginal. 4 papal' ooplos shull bo auhmittod. togethor
., \~i th I1IlY nocom;>nnvinlI data end docllments.
o A $5300 reeorrllnr. foo. payabla to tl", Jefforson County Auditor, sholl aocompany tha
plat.
d A plat oertifioate fram a titla company sholl aooompany tha plat.
.'..'J.:,.t.'
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
l'llQ.JECT REVIEW CHECKLIST
.LANGE SHORT PLAT SP 9-90
1. Project Name
2. Project Proponent
Address
Phone No.
c .:.....-. )
Date Response Due
C_)
). Date recelved
4. Prellmlnary review completed ._~. zl\ .qn
5. Conditions of Approval sent ,"1 - ;;>,~. q()
6. Pre l1mlnary des1!!n rev1eli.d I - /0 - 9/
Final desl!!n approved
( - /D - 9/
. 7. Pre limo dral~'la"e p I an ,rRvHw.ed '
Final draina!!e plan approved
8. Constructlon approvall
Subl!rade approved
Finlsh l!rade approved
Dralna!!e approved
Surfaclnl! approved
9. Flnal review for all condltlons:
Condltlons have been met on
CO/M1ents
~^-:''''~'''''7''''''''~f.-''I'''''''''.
Rep.
bV .sIt...
bY ('p
by ~1L
by -<,.)C
by
bY
by
bY
by
bY
by
.~ .
\
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Powe, P.E.. Director
Robetl G. Nesbitt, P.E., County Engineer
Public works has no comment on the above proposed short plat.
~
TO: Planning Dept.
FROM:
Public Works S1'-
DATE:
May 24, 1990
SUBJECT:Lange Short Plat SP9-90
PWA 03.40
100'/. RocyclDd Paper
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I! ..'f . 'f lj:;JO JEFFERSON COUNTY PLANNING AND BUILDING DEPARTMENT
. PO BOX 1220
PORT 'l'OWNSEND, WASHINGTON 98368
206-385-9140
JEi-I~.. .JOUNTY
PI '''!l If' '!"""'\K8 OFP"'.
NOTICE OF APPLICATION FOR A SHORT SUBDIVISION
Attached is a copy of an application for a proposed shoz't subdivision of
a parcel of land that Js in Yl.1Ur depart.ment jurisdiction. If you have any
questiolls or wish to comment on the proposed subdivision, please write or
telephone this ':Iffice by ~J/f\J. ~2;.J2'9'()
t',:,
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ENCUMBnANCES (identifY
easements, etc.),_"
---------======
SUSDIVISXON DESORIPTION
SUBDIVISION NAME (if k~~Wn)' (:.:U~:f' ~:5..u.Jh~
LAND USE (commercia1,(:.ssidontia1, industrial, etc.):
&~ 76-Y~ c)
SEGREGATIOH:
'2
Total Acreage:
J . )7.
Total Lots:
Gross lot size (acres and/or square feet):
F1
13-
Lot 1:
/. 0/
/. 21.
/tel?
Lot 4:
/1 t"/? .
Lot 2:
Lot 3:
SUBDIVISION ACCESS (right-of-way name;:
LOT ACCESS:
eEO~ GE
o Private
~bliC (name):
(? FI- Dr;
,
r<.d
Length (in feet):
Right-of-way width (in feet):
~dividua1 wells
o Community well
WATER SUPPLY SOURCE:
o Extension of existing system (.identify):
SEWAGE DISPOSAL METHOD:
.czy{r'.diVidua1 septic. tanks and drainfields
o Community septic tank and drainfield
o Extens.ton of existing system (identify):
OTHER IMPROVEMENTS (identify drainage facilities, bridges, signs, etc.):
PRELIMINARY PLAT
GENERAL. The preliminary plat shall consist of a vicinity map and site plan. Only one
copy or the original is required. It shall be no larger than 11 by 17 inches, to scale.
and suitable for copying. 'rhe map shall identify the subdivision name, developer, legal
description of property (section, township, range), and north direction.
VICINITY MAP. The vicinity map shall be drawn in one corner of the preliminary plat.
and shall indicate the location of the proposed development to the nearest geographical
features (c-")mmunity, water body, major road, mountain, valley, etc.).
SITE PLAN.
designated:
The site plan shall indicate the following features in the manner
1. Property: Location and length o.r boundary lines, location and identity of
outstanding physical features, ouch as a building, well, septic tanl( and drain field
area, creek, etc., and total acreage.
2. Lots: Location and length of lot lines, acreage of each lot, and lot nu.mbers.
3. Accesses: Location and identity of Gubdivision ..ccess and locat.lon, length, and
right-of-way widths of lot accesses (must label accesses as "existing" or
"proposed").
4. Easements: Location, identity, length, and wldth of all easements (must label
easementa as "existing" or "proposed").
ACKNowr...EDGEMENT
I hereby declare, to the best of my l(nowledge and belief, the foregoing information and
all attached information is true and correct.
/J ....,LJ
(~AA;/ tl! . ~
(authorized si~rnat\lre). I
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Jefferson County Department of Public Works
Daily Inspection Report
Project /Y1A/l.,~J+ r!e,'t;;,IrS - 2IlR?f" Lor -S"'Rt:>~V;-S:.,..}
Date f, _ 2./ -90 Day rHw/i!.,sC>If V
Project Manager
Weather AM 2""VN'/ PM <:;V/N-<JY
Contractors representative and title -BglAee Se7"o..v
Number and classification of Contractors and Subcontractors personnel and equipment
~DeiZ Row.eR. " w-9Te/C_ ""J>'''GI~. v.,,""'p rR..c.'(~
DIARY '5:erCM/ CON",,..~lAc:."";ON t::o......pJe,.....Nj1 cR....~"'e'b
~F--:"'5' +OJ> <:o::..~_se ~p ,"~ult:> <;@ 7..0 Fet::r .....~{)E=; ON
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<.f!t;:z=..~,-o,J gd~ :"';i"\-rH !'\J+~HAt.f}ep.}., '!C.~ulLn~R.. "24,l'.
Signed A L"',.;d- iJ.:-4
EXHIBIT "B"
STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of:
x
Rei~ursable Request No.________
A Request for Reimbursable Work x
To ~~ Director of Public Works:
pursuant to terms of an agreement between Jefferson County and
city of port Townsend adopted and approved on
, 'the undersigned hereby requests. the County to
perform the work listed below at a time and in a manner
convenient to the County. The undersigned further request
that the work be completed no later than se9tember 28. 1990
and hereby guarantees reimbursement to the County for all work
done up tc a maximum of $__ 75.000.00 .
prelevelina and Chip Seal the following city of port Townsend
st::.reset$ ~ ..
1.
2.
3.
4.
5.
6.
7.
Lawrence - Xaarney to Monroe
Jefferson - Scott to Quincy
Quincy - Jefferson to Washington
Bla:lne - Walker to Harrison
Benton - Lawrence to Van Ness
9th - McPherson to Sheridan
Tyler - Jefferson to Lawrence
$20,000.00
$3.3,000.00
$1,000.00
$]5,000.00
$3,000.00
$3.6,000.00
'$7,500.00
"'\lid agreement shall apply w~ t?J thJ., following
signatur~ ~~~
(Agency Representative)
Title f~tJ~ .a('~_
Q~=_=~D===~==~====c====~=~======.=====a==.-===~~--==-=~======
All terms of
exceptions:
Date~/1CJ
~O ~HE BOARD OF COUNTY ~OMMISSIONERS:
Date:
?/z.<>/S'<>
I ~~ve examined the above request and make the following
recommendations:
4~a2
Director of PUblic WorkS
~~;~~-;;=;~;~~~~;=~~~;;;'~~;;~~~;;;~7======D""A--;E?'l;'97i;
/;' I
~~./
B.G. Brown, Member
I1Y~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Stre~l
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
June 1, 1990
Brent Shirley, Mayor
City of Port Townsend
City Hall
Port Townsend, WA 98368
RE: Six Year Transportation Improvement Program
Door Mayor Shirley;
Enclosed Is the proposed six-year transportation Improvement program for your consideration. The
TIP was prepared by Bob Nesbitt and me after consulting with Bob Madden of the city street crew.
Addlt!orldlly, '.'.'e contacted the Washington State Department of Transportation for Information
regarding aV.:llluble Federal Aid Urban Secondary (FAUS) funds.
The following proJoots ar", In the program for 1991:
1. Kearney Street: this project was listed In the current TIP with funding from UAB, At this
time the city has $186,000 In available FAUS funds that need to be obligated before
February, 1991 to prevent losing the funds. With additional. allocation expected, the project
can be funded for 1991. Since this project Is a federal aid project, the managsment of the
project will need to be handled by either the WSDOT or Jefferson County.
2, San Juan Avenue: this project would tie a chip seal surfacing job with prelevellng to
Improve the ride, this prolect W811 selected based on field Inspection with Bob Madden of
the city. Work would be accomplished by the Jefferoon County road crew through an
Interlocal aoreement.
3. Discovery Road: this project would be a chip seal surfacing lob with prelevellng to Improve
the ride. this proJect was selected based on lIeld Inspection with Bob Madden of the city,
W'Jfk would be accomplished by the Jefferson County road crew through an Interlocal
aareement.
4. Admiral 8t./Spruce 8t,;W lit.: this project would be a chip seal surfacing job with
prelevellng to Improve the ride. this proJect was selected based on 1I~ld Inspection with Bob
Madden of thll cIty. Work would be accomplished by the Jefferson County road crew through
an Interlocal agrooment.
100'/, Rocyclod Papor
-.-
Six Year TIP
Page 2
5. 12th St.: This project would be a chip seal flUrfaclng Job. This project was &e.lected based
on field Inspection wlth Bob Madc"m of the city. Work would be accomplla:lfxl by the
Jefferson County road crew through an Inte.local agreement.
,.e.", lollowlng ~roJect!! are In the program from 1992 through 1996:
Resurfacing Streets: Based on estimated annual funding, we have programmed In a street
resurfaclngiamount for each year of the program. Actual streets selected for surfacing would
be determined each year for the annual program element of th'!l six year program.
., Tyler St.: This p,:;;oct Is scheduled for 1993 and !s subject to funding ..vallabllit~ from the
Transportation Improvement Board. Application for this project was mad!J previously but was
not selected for funding.
8. SR20 Gateway: This would be the clty's share In costs associated with WSDOT projects to
Improve SR20 aa part of the Port Townsen<:HJateway project. As part of the Glen Cove
Transportation Plan, the accesses to the busln..l$S8S along SR20 from the city limits. to
Thomas SI. would be Improved. .
Part of the TIP process Is to fill out forms for application to II'" Transportation Improvement Board
tor TIA and UATA funds. Upon your adoption of the plan, we will fill out these forms for submittal.
Thank you for the oppor:tunltyto assist \he city with t'l>e preparation of this plan. I look forward to
working with Mr. Wheeler In carrying out this illan.
Sifl"erely,
/(.5"'7 a~.
Gary A. Rowe, PI:.
Director
cc:
Bob N:-sbltt, P.E. ./
Bob Holcomb, P,E.
Bob Wheelfl(, P.E.
80b Mc:1den
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DOT 26219 (DOT 140-049 BACK 1/88) mf/EM
INSTRUCTIONS FOR PREPARING SIX-YEAR
TRANSPORTATION IMPROVEMENT PROGRAM
NOTE: nlls lorm Is aot up in "Pic."'ypflwriter lormlt ('0 characlere per inch) lor coding cnmpu,.,. input, Compu'e,. ",.c#!llor the cle.cripllon of
worlf la limit.d ao t1relfUy la encou,.aged.
It. It prannlng obllga,lon pr~r.m In11callnQ the allocation of lund.lo major ph..",a of proJ",ct d~wel.,pment. I... preliminary engineering, fiOht-of-
,....y and conltt\lCllon. ShOw I". lundlng amount for th. .nllr. phalle or ph.alla In Iho ellpected y.ar of 811p",nditur. ....en thOllgh the
~lllpenl:lllur8 at lund. m.y 1.1<. pl.c. 0"''' "I.....r.1 yo.r..
9. Include an propo..d proJecl. ,egardl",a. 01 localion or aourc. 01 lunde, how...,e,. urben and rural .rl.rlal Iru" lund projecla n_d to ~
Included ~ In tlllt.year Iranaportelion Improvemant programa beginning in ~ numblt18d )/".ar8.
C. Show lhe .mount of F",deral funda to be obUgaled In the epPfoptl.le column 01 th. F.d.ral Obligation. Plan.
D. Complele Ih. form for Ih. ebt-y..r prOQ,.m In accordanc. with the lollowing Inltt\lclion.s:
HEADING
Clty/Counly: ...... _ . _. . . . . . .. Enle, nemo of loc.1 .g.ncy .nd approprlale coun'y.
Counly Numb.r: .............. Enter 'he O,F.,",. assigned number In c<Xle blocka.
City Number: ................ En'ar It,e O.F.M. a..lgned numbe,. In code blocks.
Hearing O.to: ......;... . . . ~ .. Enler the dal. 01 .clion by Ihe City Councilor Counly Legialative Authority.
Adopllon: ................... Enter Ihe det. 0' acllon bV the ell\! Councilor Counly Legist.".... Aulhorlly.
Reaoluti<Jn Number: ........... Enler ClIy Council Of" Co. Logialall...a "uth. relolut~ number (if applicable).
COt.UMN NO.
Funcllonat Ctaasiflcollon. . . ~
Rural (under 5,000)
Code
Block
Enter the approprlala two mglt code dllllolin" Ihe F.der.1 Functional Cluulficationa (Not.:
The Feder.1 Functional Ct"a.lllc.llona Ihown on.lhe ollicial Juncl!onal cla..ille.lion map.
pr.pared by WSDOl.)
IJtb.n (Over 5.000)
Cod.
Block
Oeseril:!,lon Oeaetll:!liClrl
Principal Arterial-lnleralate Principal Ar'e!lal-lr.1Qr.'III. Other Fre_aya
Prlnclp.1 Arterial-Olher (Stale) Prlncip.1 Artorlal-or EJ.pr.e.waY8
Minor AtlerJel Principal At1.,lal-OIh.,. (FAM)
Major CollttClcr (FAS) Minor "'t1erlal-(FAM)
Minor Colleclor Colleclor.(FAM)
o 9 Loc.1 (Acceaa) I 9 Loc",,'-(Ace.ss)
(Naill: If Rur41 or Urban Arlerlot TruQ' Funda (Cui. 16) are to b. uaed aafunding aource. Iheappropr!el8 codo number!!2!!!! btl ahown.)
Priority No. 0............ Enler 'lic.1 .gency projecl Idenllfylng numb.,. in priority order.
ProJer:t I~~nlllicelion 0 . . . . .. Enler approprl.la Inlormlllon noled.
Major Cl..a of Work ... . . Enlor Ih. opproprl.le code numb.r(a).
t. New con..ruCllon on new allgr.mtlnl 8. Treflic conlrol
2. M.Jor wldanlng (eddlllonel lanll) 7. C.pilal purch.le.
3. Minor (lid6nin; (increas. I.ne wld'h. Idd ah'ould.,.) 8. Non capl'.1 impro...."'.nl.
". R.habllll.tlon/r.conaltuct!on 9. fo'on mOlor ....hlcl. IIBe
6. nllurllclng
10. Tranllt CapUal Prol.cl
II. Tr.nell Op""aling Proj~CI
12. Tranlit PI.nnlng Proj.CI
Work Coda..... .0. ......
A.o,,~
B. Or.lnlng
C. L1ghl BlIumlnou. Surlace
D. A.C. or P.C.C. P....em.nt
E. Sulcoa'
F. Curbl a. Qulfe,.
Q. Sidewalks
H. Ch.nn"lIzlllon
I, Slgna1lnh,:,n
J, LlghUng
K. Signing
Enl.r Ipproprlall cod. leUor(I).
L. B;i<lge
M. Landlc.plng
N. P.lha.t. Tr.UI
0, Blk.wlyl
P. Tr.na" FaclUlV
Q. Cat/Van Pool Program
R. High Occup.ncy Vehicle L.n..
S. Surv.lII.nc. Con'rOI & Orly., Inlormllllon
T. P."y FacUlty
U. Proj.cl Sludlea
TOlal L.nglh In MlIaa . . . , .. Enl., Langlh 01 P'OJlct 10 nAurOld hundrodlh.
parryo....' f1~ . . . . , . , ,. Enle, (l) If project Is carrhld o....r Irom pro...loul ye.r. (Fund. w.r. planned lor alpendllura
bul wo,. nOI ..1Iendlld during pr.yloul voar.)
C, C,bll (TV)
Q. a..
P. POIllI,
T. Tfl.phon. . ...
8, Sewnre (Olh.r Ihln Aglney Owned)"
W, Water
0, Olh.r
,.
F.rlerar Pro .el No. ..", A,('" . i, '. ProO'lIm-CROS, DAM, DAB, RB, Y, HEB, HtlP, RAS, otc.
lIll.'UlIlolll.) , , , , ,. ,0.(41 , , , , , ., Roulll-F.d'rll Roul. Numbe,.
(. A . 0 "0 ) , , . , , . ,C.(3) , . , , , ., S.quene.-Allllan.d., Iund IDllroyftl 11111.:1-' by s,.r. Aid,
Fundl"o 8111'UI, . , . , 0 , , . ., Uao tho funding cod. lh.t boal deacribel Ihl! UkeUlloM 01 Ihlll proJact b.lng oonetruetld.
F. Fundld
P. PropoI.d lor Funding.
U. Pundlng 1.\Unknown
g Ihtu 12 lI.t. 2nd 3rd. 4. 1I & IUh ....are) , .,.....".. Enler Ihe .aUm.led proj.ot coala (in thouunda I.'! dolll'.) pl.nn.d 10'
Ilpendilu,e In each v.a,.
13 Tota' Fund. .."....,.,., Ent., lO'al pro/.ol COil. (Thl. Ihould equal Col. got2. If Ihould .al.o .quet Cel. 1".le,)
I" Ihru Ie Fundino by Bourc.. . . , "0' Enler Ihe dollar IImeunt (In Ihoulands of doll.r.) plenned 10 b. progr.mm.d und., tho Ippll.
olbl. 'unlllna aOllrc. column in app,oprla'e oodlng bloch. Fo, CAPP, RAP, lie. ulo'ho cod.
C, CAPP T. TIA 'allowed by Iho amounl. (Th. Fed.tlll program, I.qulre complellon or F.dl:.1 Obllg.llon
R. RAP U,. UoIrITIt Pllln. Columna to Ihlu 20.)
11 UtllIlY Codlla, . , . ,. ,. , , ,. Enl.r Ihu Ippropflalo cod_I.Ulr(a) lor Ih. uUlIll.. th.t would n..d to b. r.loc.lld or.re
Implcl.d by prolloa.d conllrucllon 0' II.. p,oj.ct.
''''""'''~~''''''''."'''''~'"''''' 0..."""...4 _'-
Ill" 20
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Includo any phil." lor whlClh F..dotll fundI hlv. .I,udy be.n lIulho.
rllld.)
",.,.,.,.R/W . (O.m".. P.E.)
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In the ~.tter af.
I
I
Relillburs.b!e Request No_!!-~,88
STATE OF WASHINGTON
COUNTY OF .1EFFERBtiN
III
f\ Request '\Jor fh,illlbura.ble
"'ark
Ie
Ie
TQ ~h. Director af Publi: Nor~s.
Pursu.nt to ter~.. ~ an agr.,2ment betwl!e~ o'l.ffcr..an Coun~v and
, SULl2..U!?!:.s.l~nd !..!I~shi n<:jton
adopted sn~ epproved Dn___________ . the
undersigned hereby request. the county to perfbrlll the Nark listed
....Iooc ..t a ti.e and in . ...nner cmnvenient t.o t.h.. county_ The
undersigned '\furt.her request. thAt the MOr"k !be CCllllpletlld no later
th.nJi-~~tembeL-198~ and hereby Quarante..
reilllburaelllent ~~ th.. county .or <911 toterk clonG up to . ..)(ilRUD af
._~WQQJllL -
1. Pre-level and Seal Co1ft1.69 miles'-Of' Port ,Townsend City Streets and
Intersecti ons
San Ju~n: 19th to F Street 0.57 Mi.
. .
14th Street: Discovery to Sheridan 0.57 Mi,
McPherson: . Discovery to Sims 0.5'!; Mi.
~11 tera. of ...Id agreement ....11 apply ...lth the ..o11ooclng
.Kceptlan..
m.t....::2"~:;;:- ~.v
Ilig~.t~r~a,g~:r4~<-
, CAgencv Repr..ent.tlve)
Tit1..cJz.~~h~ 17/,1-'
......................................................................
TO THE !?~ARD OF COUNTY COl1lllSSIDNEREh
n.t.I~~~
.~k. ~~e .ullpw~ng
I ~.ve eK.mln2d the abov. ~eques~ and
recomn,lIn"s. t.t ons.
__~~_ {2_]~~. _.:______
DlrectarlDl"Public Wor~s
Project Wor~ Authoriz.tion No___
.:~
1::>
~.
'j.:/
Exhibit "B" continued
ACTION OF THE BOARD OF COUNTY CO~1ISSIONERS:
Date~~ m7 /1~
SEtI.L:
AT}~:
~;I~'"C' I,'}f1PI' ";".~I.f-I"""'Vl1Jl"'!?'71'l"1'I"'I\I,.~. ""'1.1"'_'1'1'"
.-
BOARD OF COUNTY COMMISSIONERS
,t,.
. r
D
STATE OF WASHINGTON
COUNTY Of" JEFFERSON
!nthe ~atter of.
)l
Reimbursable R~quest No.______
A Request far Reimbursable )l
Work x
To the Director of Public Warks,
pursuant to ter~s ~ an agreem@nt between Jefferson County and
_~~~~~_~QW~$Q~Q-------------------------------------------
adop{ed and approved on_____________________________________. the
under.igned hereby request. the ~ounty to perfQr~ the wark list.d
below at . tiMe and in _ manner ~onven\.n~ to the county. The
undersigned further request. that the work be co~l.ted no later
than____9Si~~t-l~~2------------------- and hereby guarantee.
rein,bursement to the county fol:W' all NOr" done up to .. .alCilllU. of
._____~~LQQQ-------.
Double Chip Seal:
Single chip Seal:
single Chip Seal:
Landes - 14th to 19th
washington - walker to Taylor
Hastings - DiscCiverV Rd. to City Limits
All term. of .aid agreement ghall applY with the following
elCcept.ion..
DatR_____________________
~~.
v ' - -a-?v----
ai gnat.ure~ ___::1;7"--------.---
(Agency Repre.entative)
Tit.le~~~~~~~~~~~~~-------
......................................................................
TD THE BOARD OF COUNT V COMMISSIONERS.
Dat...____~~~~?-~-
! have elCamined t.he above request and ~ak. the following
recommendat.ion.'
____4tJ:::J=.-e-.!?~~--..--------
Director of Public Works
Project. Work Auth~,lZ.tiDn Na.____
:~~~.
\
~C~-~~
.. ~<'~"\i!'~
~~ft:~
@@a_?~aq
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
:t
?!2<mBiUI
m@iOa~eaktpBge88??'@a mI?
1820 Jetlerson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gart A. nowe. P.E.. Director
Robert G. Nesbitt. P.E., County Engineer
MEMORANDUM
TO: Planning and Building Department
FROM: PUblic Works Department ~
DATE: November 27, 1990
SUBJECT~ Jakum/McKay Short Plat, SP5-89
PUblic Works has completed final review for the above mentioned
short plat and find all conditio~s to be met.
~",,":"'V',o/INf,~r-;t:,~.~l'i'VI;i('T"'!T
.'..__4___'~,.~'"'''''"~'''?''"'''''
.J fJ/(lJ.vvt! rvH kAY
HUlIH.. MAP CHECK Itff"fHU
EASTI NG
IIORTHINS
DISTANCE TO
SEARUIG
FROM
/~r
lM00.m
U.m.850
10.213.556
9.993.713
1~.BB0.003
IUB0.m
10.000.000
9.991.880
9.715.011
9.72.1.314
le.000.~01
I 10.000.000
49 40 19 0.004 CLDSlIlS LlIlE
993.700 DIST TRAV
278.838.703 PRECISIDlI
/
87 5.3 05
1 '18 08
51 50 11
I 18 "8
m.m
176.9-10
210,00D
276.7&0
I SE
2 5N
3 1/1/
, liE
511
AREA 60899,87 SF 1.3981 ACRES
BUfflHt tlAP CHeCK fUUUIHf
EASll/IS
NORTHING
DISTOIICE TO
SEARum
FROII
U.m,009
10.284.10& J /
10.175.347 . ~ C T Z.
9.m.708
10.m.m
10.m.m
IUOU90
9.989.506
9.712.495
9,723.131
1f.0D9,m
I 1 U0D.099
1111 7& 32 56 n.m CLOSING LINE
1.120.238 DIST TROV
680.215.112 PRECISION
284,300
27),150
281. 51!
116.949
87 53 05
1 48 49
87 50 1\
I 18 08
I SE
2 SN
3 IIN
4 liE
~REO 78\l8.1~ SF 1.8901 OCRES
------1 --
=+--vn cS
P&-~ kfr-N~
JEFFERSCN COUNTY PLANNING AND BUILDING DEPARTMENT
PO SOX 1220
PORT TOWNSEND; WASHUlGTON 98368
206-385-9140
Attached is a qc;P'J of an application for a proposed short subdivision of
a parcel of land that is in your department jurisdiction. If yoU have any
'questions or wish to COlllment~o~Tt~errmred subdi"ision, please write or
,,_" t?:ephone this office bV )\.., . -'
NOTICE OF APPLJ:CA'nON FOR A SRORT SUBDIVJ:SI0N
OCT 1 \) 1990
JEFr-t:i1tiON COUN1
OUBll("'. \N()~K'" r,,::r
VICINITY M,l/P
\.~~. (.
.... ~ /VaT TO sC/u.ej
~
.
~
~
.
"
~
L.EGEND
" '
. SeT Yz" l?efJ/I,R
10 C";P
o r-o. .3/S" lfC'fJlIR
(CIIRt1AIIN) C/lP
~ f'D IPEt3/l~. wl/...5.
(6(,IU.l86'RT) C,l/P
.... POWER POLE.
JEFFERSON COUNTY
SHORT SUBDIVISION SUMMARY APPROVAL
Short Subdivision SP5-89; .'rank and Diana Jakum and John McKay, Section 33,
Township 28 North, Range 1 East, WM
DATE OF APPROVAL: May 11, 1990
CONDITIONS OF APPROVAL: Preliminary approval by Jefferson County has been
granted subject to the requirements of the Jefferson County Subdivision
Ordinance and the following conditions:
J., The final short plat shall be prepared in accordance with the final
short plat checkl.tst (copy attached).
2. The existing septic tank and drainfie1d area for Lot 1 shall be
located and shown on the final subdivision mylar.
3. The access easement for proposed Lot 2, including the turn-around at
the end of the dead-end access way, shall be established by recording
a separate instrument, by declaration or dedication of easement, and
be depicted on the face of the. final mylar.
4. The final mylar for this short subdivision shall be identified as a
redivision of Lot 1 of the Huckleberry Hill Short l?lat filed under
Auditors File Number 265682,
5. Under "Notice to Potential Purchasers", the following apply:
a, Lots created herein shall not be further divided in any manner
within a period of five (5) years without the filing of a final
long plat,
b. A sewage disposal permit has been issued for Lot 2 under permit
number (identify permit number). The system must be installed
consistent with the provisions of this permit. The permit is
valid for one (1) year from (identify date of permit issuance),
1990. A yearly renewal is permitted for a maximum of two (2)
years. Upon expiration of the sewage disposal permit, approval
of the lot for sewage disposal purposes is not guaranteed and
is subject to further approval of a renewed sewage disposal
application (contact the Jefferson County Health Department).
c. Any removal of or major disturbance of soil within the proposed
drainfie1d areas may create site conditions that are
unacceptable for the installation of sewage disposal systems
and could invalidate the sewage disposal permit.
d. A potable water source is not supplied to Lots 1 and 2,
e. Private or community welles) used to provide residential domestic:
water to Lots 1 and 2 shall be located 100 feet or more from
adjoining timber productic:'l land not owned or controlled by the
lot owner, Cor.tact the Jefferson County Health Department
regarding. state and local regulations govel'ning private and
pubHc well and sewage disposal system setbac:l~ and protection
requirements.
f. If Lots 1 and 2 of this short subdivision are adjacent to land
used for commercial timber production, any placement of
structures intended for human occupancy will be located at least
100 feet from said adjacent property.
g. Lots 1 and 2 are in an area of forest resource use and . could be
subject to a variety of activities (noise, dust, smoke, and visual
impacts) resulting from harvesting, planting, application of
fertilizers, herbicides, and associated timbeI'J.and management
activities that may not be compatible with residential
development during certain periods of limited duration.-
EXPIRATION: Summary approval will e:<pire on November 11, 1990 unless an
extension is requested before the date of expiration. A one time extension
may be granted for a period of six (6) months. If summary approval expires,
reapplication may be made.
SUBMISSION: It is the responsibility of the applicant or authorized
representative to ensure the final short plat is submitted in accordance
with the conditions of summary approval, This includes paying all property
taxes and submitt.tng a $53.00 recording fee and a plat certificate, all of
which is outlined in the final short plat checklist.
NOTICE: The sale of lots prior to final short subdivision approval is
unlawful.
r7/~~
Jerry Smith
Associate Planner
Jefferson County Planning and Building Department
c: Jefferson County Health Department
Jefferson County Public Works Department
Pope Resources, David Cunningham
JEFFERSON COUNTY PLANNING AND BUILDING lJEPART~~ENT
PO BOX 1220
PORT TOWNSEND, WASHINGTON 98368
206-385-9140
NOTICE OF APPLICATION FOR A SHORT SUBDIVISION
Att<<ched is a copy of an application for a proposed short subdivision of
.., parcel of land that is in your department jurisdiction. If you h.'1ve any
questions or Nioh to comment on the pro~"sed subdiviSion. pleas~ ~'rite or
,.-, A " Icee)
telephone this office by . .....,() rAA \ { (
-
-
JEFFERSON COUNTY
SHORT SUBDIVISION APPLICATION
The W,shington St,te Boundarfes ,nd Plat Act (RCW 58.11) requires that divisfons of land for .,le or le,se comply .Ith the
provisions of the Jefferson County Subdivision Ordin'nce. The purpose of this Act ,nd Ordin,nce 13 to ensure that potenti,l
purchasers havs,lots \fith adequate access, water supply sewl!lge disposai. legal description of land, etc.. ar.d the general
taxpayers of the county w111 not later have to unnecessarily contribute toward those development costs. The Ordinance reC[u1res
that shore subdivisions (the division of land into four or fewer lots. tracts. parcels. or sites) within the unincorporated arDl
of Jefferson County be revfewed with criteria established by the Ordin,nce. A parcel of land eligible for short subdivision
must have exfsted ,s ,n indivldu,l parcel ,t least ftve years.
APPLICANT: FOA/o.l~ 'j)d'lNA /'1\. ;:TA\..:.U''>\ :f .:.J~''''I !1(!.){/lV
ADDRESS: P. O. (?,o'l.. 2XS'7 '?:>Ol-S?,O 6;4 98"370
TELEPHONE: (home) 779- 97qt/ (business) 'c,i/fe: - "IE~j;
AUTHORIZED REPRESENTATIVE: "0",<),(/11 ,,11. J,,~kL'N
ADDRESS: /? C). ,&,x ,:;1./0'7 /6PL!5/3c. ~/1-
TELEPHONE: (home) 77<;-9745/'
5$'3' 70
(bUSineSs)i9ti--- ~b/;i'
l_____ __
DIRECTIO:l:'nS
1.
Answer all ollestlons completely. Please print or type. Contact the Jefferson County Plannfng and Building Department'
for old In fi111ng out this opplicotfon and for instructions on further admfnfstrative procedures required to complete
l~:a~ho~~~siad'd'ftfonlJl information (reports, studies, map!:. illustrations. leases, permits, etc.) that may further
describe the proposed development or may be required by Jefferson CO'.mty, in addition to the preliminary plat.
Check with appropriate bgencfes to determine if the proposed development requires additional ~ermfts or approvals. An
1;~:~~e~t~i:~ ~~~ere~~~ate~!~r~~~c;~~n;~g;~:~if~~:,fo~r O;~af~~~~" :~:fi~:~l:x~~s~h: pdreovp~~o:;rde:.l~p:';,"tl.Yfn~ ~Hh other
2.
3.
PROPERTY DESCRIPTION
GENERAL LOCATION: FIt!;-M ~'7/-I7~ j//,,,IW;,IY /~f/.' 7;'1"'~.- 7'~~ LAf.:'~ c..'''''.w>.r'f J?C>40
A,'e,<rr1i ,q~",r !4 /'1lt6r '11-z,,~N .L/L.r'5 ,{;.',,;';::;- ;::;.<!t'A4/ r~ c.Hi:'L.r ~
,:?A/ ,4 1"4/vA-n: '~f>)to<Y/lJ1 t7t>.40,
LEGAL (from property ta)C statement): IItJr'~U,,-<PJ~
/-l/lL :::1'AfNZr "....'tH r-
4!>r /
S 33 7.9.~1 R-IF
OWNERSHIP:
PQAA'_pJ).:+~, ~.:J\ 30,(-1 (Frn
Applicant: 0 Owner 0 Lflssee 181 Contract Purchaser 0 Other:
Owner (name and address):A&,c:'N ,J S"T~,7AJJ.!,'- '"7 '/ 71/..o,cNnl//.ur,cD
/bd /"(.,11(.''''' 4.,...1 '7'8%S-
ENCUMBRANCES (identify and attach existing mortgages, liens, restrictions, covenants,
eaeements, etc.):
SUBD~VISXON DESCRXPTXON
SUBDIVr.SION NAME (if known):
LAND USE (commercial. I'esirlentia.1, industrial, etc.):~li:"S/~"?'j 77*'-
~")~ 44g~
iG,.
APR '
11 1990
1l:I-'Fr.;
,,,,,.-,..,R~OIlt Co
ll"'l..t:lk UN)'
.. '~"-'I':",..,
""'\i'i"'" ;::,:~'-'~:'~!\~\I,I:,r..-".",."'"
SEGREGATION:
Total Acraage:
-/ 'J
~.. .
Total Lots:
u-
Gross lot size (acres and/or square feet):
Lot 1:
1.<'/
Lot 2:
/.8
Lot 3:
Lot 4:
SUBDIVISION ACCESS (right-of-way name):
''P/ZII.,/).'TU
;;q;r!O ~(!J-..&"-;-
LOT ACCESS:
!I& Private 0 Public (name):
I-/<!t! <L~<;. ro ~r ;l..
Length (in feet):~ ~ Right-of-way width (in feet): ~O (}r
l'/ATER SUPPL:l SOURCE: ~ I,nc1ividual wells 0 Community well
o EJ:tension of existing system (identify):
SEWAGE DISPOSAL METHOD:
..s1'.Individua1 septic tanks and drain fields
o Community septic tank and drainfield
o Extension of existing system (identify):
Mr/
OTHER IMPROVEMENTS (identify drainage facilities, bridges, signs, etc.):.,_ JZ/J(~f)I"'C; 1l
/.lJ~;~k?J
~
!'oJ....,
ftJ.t"AJ ..cf"
&il-'7"<:
"";,f.... ., __-6:
::j'~T7c... :>}'>'7l~_
)..".,- .~~
PRELIMINARY PLAT
GENERAL. The preliminary plat shall consist of a vicinity map and site plan. Only one
copy or the original is required. It shall be no larger than 11 by 11 inches, to scale,
and suitable for copying. The map shall identify the subdivision name, developer, legal
descJ:.'iption of property (section, township, range), and north direction.
VICI1UT'l MAP. The vicinity map shall be drawn in one corner of the preliminary plat,
and shall indicate the location of the proposed development to the nearest geographical
features (communit'l, water body, major road, mOl.lntain, valley, etc.).
SITE PLAN.
designated:
The site plan shall indicate the following features in the manner
1. Property: Location and length of boundary lines; 1.::>cntion and identity of
outstanding physical features, such as a building, well, septic tank and drainfield
area, creek, etc.; and trJta1 acreage.
2. Lots: Location and length of lot lines, acreage of each lot, and lot numbers.
3. Accesses: Location and identity of subdivision a"cess and location, length, and
I'ight-of-way widths of lot accesses (must label accesses as "existing" or
"proposed"), '
4. Easements: Lacation, identity, length, and width of all easements (must 1aba1
easements as "existing" or "proposed"),
ACKNOWLEDGEMENT
I hereby declare, to the best of my knowledge
all :ttached ,,~~o~tJ ))\1e and correct.
~~ef// c/~''-7
AQ;/l/1fd) ffi ~1e/jA7.'
(authorized sig are)
and belief, the foregoing information and
2~ 7..- 90
c:>- c.-
.3 . ..:.?- 90
(date)
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PORT
'lU\V.'\';\E:".:I)
Kala Point Development Company
260 Kala Point Drive
Port Townsend, Washington 98368
(206) 385.2906 Sales
(206) 385.2866 Administration
July 10, 1990
Mr. Gary Rowe, Director of
Jefferson OOunty
Port Townsend, WA 98368
Public Works
Dear Gary:
Enclosed are two copies of the revised road and stonn
drainage plan for I<ala Estates. As you know , the
preliminary plat was approved by the Commissioner's July 3,
1990. I have also al:.tached the June 14 rel'Ort by Triad
which provides the backup documentation for the sto.rm
drainage plan. Please have the person reviewing the
enclosed contact me if there are any questions. The
develoJ;ltlent work will be cOllltlencing next week with
completion planned for mid August.
~~'t-,~~~tlt'lll~~~y~~ompuHng-
Sincerely, .~ .
aill Lindeman
...;,S' \~oJ-
(....')~~
, I ~ I' ',~ .....
, . " .' 0\ .~', .
, .
STORM DRAINAGE REPORT
FOR
KALA ESTATES
(A 21-Lot Subdivision)
Jefferson County, Washington
JUNE 14, 1990
TRIAD JOB NO. 90-060
PREPARED BY:
MICHAEL L. MATHESON
REVIEWED BY:
RICHARD A. MOOSE, P.E.
6~~t8cIATES
u..
-.. ~-~ -
-
;:':'F'/'
STORM DRAINAGE REPORT
FOR
KALA ESTATES
(A 21-Lot Subdivision)
Jefferson County, Washington
JUNE 14, 1990
TRIAD JOB NO. 90-060
PREPARED BY:
MICHAEL L. MIITHESON
REVIEWED BY:
RICHARD A. MOOSE, P.E.
ATat8cIATES'
: ,) ~','~~':M
'; ::"_,;~:~-:.;:{ >,,' .'.'1
'.."" ..,",,,.,.,,.-..,..~, .....,_.~, .-
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~r~
-1-_
"'>;:::K..>'\"
STORM DRAINAGE REPORT
FOR
KALA ESTATES
I
I
I
"1.
The project site is located within the Kala Point community
in Jefferson county, Washington. The proposal is to
subdivide approximately nine acres into 21 lots. The site
generally slopes easterly from 5 to 16 percent. A structure
currently occupies a portion of lot 21 which will be removed.
The site is vegetated with second growth coniferous and
deciduous trees which will be retained as much as practical.
DRAr~.GE CONCEPT
rt is proposed to construct a tightline storm drainage
conveyance system to collect runoff from the roads, and to
discharge into infiltration trenches sized for a 25-year
storm event. Roof runoff will be splash-blocked according
to the builders.
Runoff from the proposed road north of Tract B will be
directed into an infiltration trench to be constructed
between lots 17 and 18. The area of road tributary to this
trench is approximately 0.4 acres. storm drainagB fronl the
proposed road south of Tract B will be conveyed to an
infiltration trench on the east elld of lot 12. These
infiltration trenches are designed to accommodate flow
generated by a 25-ye~r storm event. Please refer to the
storm drainage calculations within the body of this report.
'''r'~'''.".~n, .
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Job Name
11415 NE 128th Streel Kirkland, Washington 98034
1206) 821.8448 FAX 1206) 82'.34<3'
Job No. Date
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ormt8CIATES
Job Name
Job No_
Date
11415 NE 128th Street ~ Kirkland. Washington 98034
\206\82'-8448 FAX 12061821-3.<81
Designed/Drawn by
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---------
.. IIII!!l _
.- :fRIAD
l~ASSOCIATES
project Managemont
Civil Engineering
Land Surveying
Land Use Planning
Environmental Analysi!i
11415 NE 128th Slreet
Kirkland. Washington 98034
(206) 821-8448
.KALA TERRACE
PLAT CHECK
TRIAD JOB No. 90.060
c::::::l
-
-
10-09-90
Page
STAF<TING. ENDING COMMANDS FOR m;:"'EX~:CUTTOtJ , 7.17
.&;J.<1i:>ni?t/
-.......... . . <,._.~,.c.~. ..,:..,..0.. ..l.""....~
S *NW88.2""()~,;lr-b....t9;S.141.50;l8.3:5;NW8B.2303;.'. 1;.NEI.3657;60; .
9 *NE37. 2358; l<).:::'.l~NJ~. ~~(l~; --89. 21; D~.~ ..3221; NvJ21.. 0823; 106.43;
10 *NW48. 1~47;13.48;SWb9;~1;~JW'~..~O;147.3;NW26.20;-330;D;15.30=
11. *StAJ79. 10; 221. 55; SEt O. 50; -;:~~87. 0206~ 5WB.'2. 0754; -1130; D; 9.. .3524; SW1. 4318; 3
MAP CHECK____-- .. ..~
t1AX IMUM ALLOWAEtU;: CI.OSLlR"O: ERROR , O. OJ
N,E OF STARTING POINT #701
FROM
EIEAR ING/ANGLE
DISTANCE
NORTH
~~9.1 4~;b. 1)251
EAST
524772.7581
TO
BACI(SIGHT BEARING :
BEARING (on curves Lise radial brg (PC to RP), or bypass to e~it) : SEB8.2303
DIST?\NCE (for' r.:l.Irves, e'<!'ntE~r c1 rH.:ogati.ve. (.-) r,,;\dil.lm) :: 1li8.()
SE 88 23'0311 111f:I..OOOOV"'" 391404.4999 525890.3135
BEARIN6(on CLlr'ves use radi~l br'g (PC 'to I~P)~ Qr bYP~$sto e){itl : NW22.1530
DISTANCE CforcLlrves, ent~r a negative (-) radius) : QS.42
NW =?:::~ 1~;' :7.0 II 9E~.. 4200 / .~)'=ll/-f.l;;~5. 51362 52585::::. (J;:;;,,;:~r7
BEARING (on CLlrve", Ll"" r"d;.aJ brg (PC to RP), or byp.."'" to e"it) : NEJ.4318
DISTANCE (for cLlrvas, entwr a neg~tiv~ (...) r~djus) ; 124
NE 1 43'1811 1'24.1)(100....... 3916.19.530;~ 5.258~56.759?
'BEARINr, Con C'1.II....Vf?S Uffil? rii\(li.:\l bl'"g (PC to F~P), 01.... lJ""pc:l!S~;; to f~Nit) = t"JW8rL2~;O.-;
DISTANCE (for c.:urves, ent€.)r l'\ neqc1t:i.Vf? (.,~) r',,~dil.la) : 116. ',9
NW f:lB :~3'(I:~" 1:16. .tr.J(H).......... :;;'91cl';!2..8(l65 5:~5'74('.61.:5t~
BEARING' (onC:LlrVE"$ I.IEl?rr":ldi.~.l hrq CF'C to r.;p), Dr bYPiH5S tC\ E'J.:it) : S~J4.1.5()
OISTA~ICE (for CUrve$1 ~nter ~ "eg~tive (-) r"adiLJs) : J8~33
SlA: 4 t =d)' (10 II 18. -33ClO V 39.1 6t)~. 1 4'10 525728. 381;>9
r'H~Ar<J"'(-3 (on r.:urvp.$ 1.1~.;@. r.,~d.t~~l br'q (1:'('. tc. r=~P)~ or bypi:\~JS t{) c?:.:.il:) ~ N\.o'88..4':~:.cY~
DISTANCE (for cLlrve~,enter ~ neq~tive (-) r~clius) : 497.41
I'ltlJ B8 2:~r,' 03" .!~97.. 4 t (H) v"'" :;::I~ 1. (:.I~~::\. :1 '/ 49 5:2~j:2.~~ 1 . J. 7'77
BEAF~ING (on r.:l.lrVe9 I.ISE< y'ad.i,al brf;l (PC to RF'), or bypi'tS"ts t.C) e>:.i. t) ~ NE.l. 36:':-:--
DISTANCE (.for C:UI"VflS, I?ntr.~r' iii limgativf,) C...) 1".rcdil.IS) : 60
NE 1 ~:CI' 57 II 60. ClOO(l V" 3"1 j 618.3.. 15,1 0 5~5:232. 8,f)96
BE:ARI NC1 (on C:LlrVeSl.ISF.' racJL:~l by'q (F'e t.,o f\f:'>) 1 01'"' I:>YPi~'iHr. bb e>::tt;) : ""1[=::::.7..'2~r.~5S
DISTANCE (for CLlrVfZl5, f:?nter .:I rlt~ge\.t:;ivr.\ (-) rMidius) : 103.l9
NE:: 37 23 '58" 103.19(11:1 39J, 7f..,l5. 1.27:"1. 5,2~5295. :54.:r.9
BEARING (on C~.lrves use radi~l brg (PC to RP) ~ or hypa~~ to pwit) : NW52.3602
DIf.rrA"'CE (for cl.lrv~H:t, f'Jntel" c1 r1l:?gtS\t'.i.ve (".J I""'!i."ji us) = '''l:.l9oo21
f<NOI<JN: Ar-c:,CMor-d,T..n,EHt,M.ld orc:l,D"Jtw' '7 ClVC/T/E/t1/D'\, D
DEI..TA/Cr::NTF<AI.. ANGLF.: (- ; + cr.,.J) : -::'iB. 3;Z:;~:1
F'C CHlJr<D E'RG LENI'JTH F"r Nr.JRTH r::AST EI.r::V
I'll;: El 07 '4(;1" E37.. :~~3:~~O :~q 11:)5 t . 4,(.:J3~) :S~7:53(J7 . SSI:):1
DEl.TA ARC RF' I~ClRTH EAST EI.EV
S8 ~;:~' ~2t II "1. )4.6(> .";'/.IEI:I'/. :JoI06 ~:j25:<':I~.t~. l)7:;~b
RADIAL. F'c.~r~p RADIUS F~ADIAI_ RF','PT PEG OF CURVE MID ORC
-"-".-....~.._'~-":'._~....~.,,"..:~...
.......""-~..',..r.x'".~
ELEV
10'-09-90
~, ,,'7"
EXTERNAL
13.0565
Page-: ~
Nf.oJ
523b'0211
SQ.'210(l
.',4 13'3:"."
11, ""pc;>~
TANGENT PC~PI
NE 37 23'58"
TAN L,ENGTH
50.0001
rA~JGENT PI,"'PT
I\IW 2.1 08'23"
BEARING/AI~GLE DIr;TANCE TO NL1RTH EAS.r ELEV
(on cLtrV~$ use radial brg (PC to RP), or bypass to ewit) : NW21.0823
n:(STANCE Cf()r CI~lrve5,' enter- a rH~CJat.i.Ye (-) r~d:i\..\s> : 106.4:-~
Nl~ 21 08'2~~1I jf)6..4300...... 391950..7513 525269..4968
BEARING CO" ~urves use r'adi~l brg (PC to RP), or bypass to e>:it) : NW48.1247
DISTANCE (for curves, enter c.:\ nF.?gCi1tive (-')radi\.\~) : 1-:..4B
NW 48 12'4711 13."H:~OOv :;::91.9:':;9.7339 ~j25259.4457
BEARING (on curves Lise radial brg (PC to RP), or bYP~S5 to exit) : SW69
otSTAf\lCE ('fot'~ Cl.IJ"V(?S, entmr 1:1 r1[.)t;lii\t,ive (...) r.:'ldiLls) : 102.41
SW 6900'OOll 102.41(H)'/ 39192:'$~0334 525163~8377
BEARING (on cwrve% use radi~l brg (PC to RP), or bypasG to ewit) : NW26.20
DISTANCE (for curves, enter a ne"ativy (-) radiLls) : .147.3
NW 26 2(1'(1011 147.3000 ~ 392()55.0479 525098.4965
BEARING (on curves use radial brg (PC to RP), or bypass to e~it) : NW26.20
DISTANCE (for curV~5t enter a n~g~t.lva (-) radius) : '~330
I"NOWN: Arc,Chord,T"n,E,.,t"Mid orcf,DE'lta '" (A/e/T/E/M/D): D
DELTA/CENTRAL ANG~E (- If ccwl , 15.30
PC CHORD EIRG LEN~'TH F'T 1\IOFnH EAST ELEV
SW :7.1 2:j'O(J" El9.001/> ~~9:..~02b~ b(-34:=':: ~j25('14.. 1353
DELTA AF,r; FiF' NORTH EAST EI..EV
15 :;::0'0011 E~9. 2:;r'~;1.1 ::r.q~,:$~:;O.. ~~():33 ~5.'24 952.. I. lOr"
f,ADIA1. PC..nJ" RP.D J US / Rl'lDI I',L m:'.~I"T DEC, OF cUnVE ~IID OhD
N~I :2b 2(1 '00" :~::jl:l.. 0000 Sf:: \0 ~50 ' 1)(1 ,j l.7 ';?1 ' ,(~4" :~. O:t 4~~;
TANSE::NT F'C*F'I TAN l.ENGTH TANGENT PI.~F'T EXTERNAL
SW 6::; 4('l'C:)I)1I 44.91.10 SW 71~ 10' (1(J1I 3. Cl4.2(1
FROM BEARINGIANGLE DISTANCE TO NURTH E~ST iLEV
SEARING (e>n CUI"V"'!!; L1'.m r.ndi..l bl-" (PC to f,f'> , <>r l'ypiiI"" to ",,,it) : Sf.o179.10
DISTANCE (-for C:LIr'VC'S, enter' ~1 negElt:ivfl\ (-) rc:sdil.lco) : 22.1.55
SW 79 l(1'OCl" 22:t.5500 V :!.919EJ5.04~36 ~.i~~479b.53:!o7
B~ARING (on curva~ USR r"djal brg Irc to RP), or byp""s to ",.it) , SElO.50
lJIS'r.'~NCE (":0'" i-1.Ir'Vf;1Ri.,r-ion't:flt'" il r..e~F~tiYr~ (-) r"adi,I.lm' , ...,::.r,(l
I<NL1WN, Arc,Cho""d,TMn,FZHt,~li<1 orcl,De>lt,,, ? (A/CITIE/M/D): D
DEL'rA/CF.-:NTRAL ANHJI_E~ :'" I. f c:cw> , '.'f:l7 _ 0206
F'C CHQr~D BRG LENGTH F'T NOFnH EAST El.EV
SW ~~5 ~!oEl'57" 4'(.3146 t, 391.9::51..47.13 ~524 77'2... 4547
DEI.TA Am: NORTH EAST ELE'J
EI7 02'0611 4~). ~3714 391 95f:i.. 5'783 :5:.2480:2.. 1 72~!.
_ _ IIIIl!IB
10-09-90
f'..ge
3
TANGENT PC*PI
SW 79 10 '00"
30.0000/ S.J 82 07' 54"
TAN LENGTH TANGENT PI*PT
28..4864 BE 7 52'06"
190 59'09"
8.2451
SE 10.50 '00"
EXTERNAL.
11 . 3699
BEARING/ANGLE DISTANCE TO NORTH
BEARING (on curves use radial brg (PC to RP).. or bypass to
DISTANCE (for curves, enter a n~g~tive (.-) radius) : -1130
KNOWN: Arc,Chord,T.n,EHt,Mid ard,Delta ? IA/C/T/E/M/D): D
DELTA/CE~ITRAL ANGLE (- if ccw) : 9.3524
EAST ELEV
exit) , SW82.0754
CHORD BRG LENGTH F'T NORTH EAST ELEV
BE ~:!' 04 '24" 188.91.54 3917t,2.8276 524782.. ~jS32
DELTA ARC RP NORTH EAST ELEV
9 ::~:5 ' 24 II 1.8~~. 1.:~61. / :~917'~b. 7776 52365:::;:.093:5
RADIAL PC*RP RAP Wi'> FlAP TAl. Rf'*PT DEG rJF CURVE MJ;' arm
f:.ll--J 82 07 5411 11. 30.. 000(1 SE 88 16 '4:211 :5 1)4 '1 i~" 3.95413
TANr:iENT f'C*P I TP,"J LENGTH TANI,ENT PI*PT EXTERNAL
SE:: 7 52'0(;111 '1'1..7F.194 ew I .f'.:;" It:-)I\ C,,, 9687
FROM BEARING/ANGLE DISTANCE TO NORTH EAST ELEV
BEARING (o,')c:urV(.Hs ll!iil? r~dir....l tlr"g (PC to F<F') , 0;" /:!YPj;u;m to e:cit) : SW1..4:;~1E~
DISTANCE (for curve$~ enter ~ neq~tive (-) r~diLIG) : 326.95
SW 1 4~;'18" :;~2b.950('1 391436.(1252 524772..7602
BEAFHNG.(on C:1..1I''''Vf.?~. LIS':> r"8diAl br9 (pc/t'o F>:F'), Dr byp<!~ss tC"l f.:'Hit) :
CLOr';URE, ./
SW 87 16'25" ..0021 391436.0251 524772..7581
r:~RI=?DR: .. (J(J() 1 .. 002 J.
1 PART IN1.649933E+b
Fb:K Z
N,r:: OF r:1TAFrrINO I"'OUIT ,
12 O;1;6;O.Ol;#7C)1~;SE88.2303~111a;NW22.1530;98.42;NE1~4318;124;
13 *NW88~2303;~16.19;SW41~~O;18..~~;~JW88.~~O~J1~37SW28.5002~109..32;
14 *9E3.0415:'.; 50; N(..i;48. 3057; -97. e)o; D; 50. 07::,4:; NW88. ~'303; 225. OJ,; NE1.. 3657;
IS ~-lt:l~; I); 38.5821; NvJ49. :<44.21144. l;l"ll IJE4-0. 351.8, '-100; J); 51. I;> 1 ~\'1. NE1. 36~j71
16 *147.61;NW88.2303;-2:l5;D;~12.2b57~NWIC_50;194.43JSW79.1C)~2C)4.53~
17 *SE10_50;~3c:I~O;-~37.02CI~I~SW82~0754~"'1t30=1);9.3524;5Wl.43t8;32b.9~~;~
MAP CHECf<
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STARTING POINT #"l01
F'f!RIMgTER
~:.41.')8. 78(",)3
SO FT
4(J(:I(:~6~.S. 699
ACRES
9. .2(I~?b1
FRorl
rtEAF( I N8/ ANGL.E
DISTANCE
TO
NOR'TH
EAST
''''.'/'''l',:""Ir'',;
l"t~,~,~_"""",,"-"'.""""',,~.H".~
-----.
----
,-
'I ~ ~';li,\/,:_":'~:;;-::t.-L.i.. ",~~.~ ',"'.~' "I~~~.
== ==
l!I!!!!II!I
I!!I!!llI
10-09-90
PagE'
~Q 1 A.~,..L, (l?~'
~?L177"'" 7C;q 1
(on CLlrves LIse radial brg (PC to RP), or bypass to exit) : SE88.230~
DISTANCE (-for ~urves, ent~r a negative (-) r~dius) : 1118
SE 88 23' 03" 1118.1)000 391404.4999 525890.3135
SEAF\'.ING (on Cl.lrvc:-~~~ use radial bl"'g (PC to RP). or bypass t<...) e;.:it) : NW22.i530
DISTANCE (for curves, enter a negative (-) radius) : 98.42
NW .22 J5'30" 98..4.200 ,391495..5862 5.'25853..0337
BEARI'JG (on curves use r'adial brg (PC to RP), or 'bypass to exit) : NE1.4318
DISTANCE ('For cl.lrves, enter a negative (-) radiu~} : 124
NE 14::;;'j811 12.'}...(l(l(>t) 391619..5302 525856..7592
ElEAF<IN13 (c.r, c.l.Wve!:, I.tse rar.lia!l b,"g (PC .to F~P), or bypas!;; tOF.?}.:it) : NW813.2303
DISTANCE (for curves, ent~r a negative (-) radillS) : 116.19
NW 8823'0:3" 116..1.9(10 3f"~1622.eC:165 52574(1.6154
BEARING (on ct..lrVes use radial brg (PC to Rl-='), or byp~ss to e;.:it) : SW41..e'iO
DISTANCE ({-or r.:t.1I"'ve5., enter' a 11~~gatiYf? (...) rctdil..ls) : If:1.33
SW 41 50'0(1" j8...33C>O 391609. .149(J 5:257;'\8.3899
SEARING (on cur.ves lJSe radial brg (PC to RP), Or t)YP~$g to ~xit) : NW88.230~
DISTANCE (for l'.:LlrVeS, entor" a nf.~9ative (-) radius) 135
NW 88 2::~' (I~~u 1 3~j. o (I() 0 ;:';;(~, 612. c;I.~57 5;~5593. 44.36
BEARING (on CLlrVe$ L~se radial brg (PC to RP), or byp~ss to exit) : SW28.5002
Or8TAI'lC~ (for C:LlI"ve~f. fi'll,tf;W a I'lf:~gi;\t:j.ve {-.) r,:ldil,l.r,,;) : to"'''.3.2
SW :;':8 5(1' 1)2 n 1 Cl9. 32t)(l 3915.1 7. 1. 890 5~'554(J. 72.1 b
BEARING (on Cl.lrves use radj,al brg (PC to RP), Qr bYP.s$ to a;.:it) : SE3.4153
DISTANCE (for cLlrvas, ent&r a neQ~tiYe (.-) radius) : 50
!3f:: ~!. 41,' ~:;3" 50. OOr.H) :391467 ~ 29::;.:( 52554~~.. 9465
BE0RING (on curvmsus~ radial br; (PC to RPI. Or byp~ss to exit) , NW48.3057
DISTANCE ('/:or CLlrvem. entFr a negative (-) r~di\.IU) : ..1~7.50
KNOWN: Arc.Cho"d,T8n,EHt,Mld ord,DRlt. 7 (A/C/T/E/M/D), D
DEL.,TA/CE:.NTRAI.. ANGI..E (- If ccw) , 50,0754
CHORD BR'~ I..ENG'rH PT N 1.1 FiTH EAST EL.EV
mw 6,~) :t~~ . 00 II 82.6d3/.:l :~9lll,::4.. 1117] 52546r:1. ,1562
DELTA ARC h'P NORTH E~)ST ELEV
50 1)7 . ~)4.11 EJ~;. ~:;O8') ;~9 1.5:,Q. B784 ~j254'71). 9(1~35
RADIAL PC*RF' FiADIWS RADIAL RF'~.F'T DEG) OF CUF~VE MID OR!)
NW '~1lJ ::;0 '~7" 97 I 5/)(.H) ew 1 :56 '::5711 ~;E3 45 '51'l-" <). 11324
TANGENT PC*F'I TAN LENGTH TANGENT PI "'F'T I:'ZXrERNAL
!?W 41 :-,<;"1):::;11 4~,~. b(J),:; I~W 8e 23'0311 :1 O. 1:,~71
BE~RIN8/ANGLE DISTANCE TO NORTH EAST ELEV
BEARING (on curves uae r~dl~l br; (P~ to RPI, or bypass to eMit) , NW88.2303
DISTANCE (for curves, enter ~ neg~tjve (-) r8djus) I ~25.01
I\IW 13F.1 2~~ '(l:;!;u ~~~~:~. 011:11) 3(,J 44(l. 7619 52~324.:'t. 2:3Z7
SEARING (on "L'rves I.''''''' ra<Ii..] brg (PC to RF') , or hYP"'''1!l to eHit,) I NE1.3657
DISTANCE (for <:LWVSB, ant~r a n~gAtive (-) rAdius): -105
4
10-09-90
KNOWN, AFc.ChoFd.T~n.EMt.Mid oFd.Dglt~ ? (A/C/T/E/M/D): D
Page
F'e CHOfW BRG LENGTH PT NORTH EAST ELEV
NW 68 53'5211 70..0519 391465.9827 525177..8814
DELTA (-IRe RE' NiJF<TH EAST ELEV
::::;8 58'2.1" 71.4208 391545.7201 525246.. 19/~~.
RAD r AI.. PC*fW RAOIUS RAO I AI, r,p*F'1 DE:C, DF CIJf<VE
NE 1 36'57" 105..0000 SW 40 35' 18" 54 34 '03"
TAI'.IGENT PC*PI TAN l_ENI3TH TANGENT PI*PT EXTERNAl..
N~) 88 23'0311 37 .. 1541 NW 49 24'420 6.379?
FflDM r.;loAR'lNG/I~NGI..E OJ:!3TANCE TO NDlHH EAST ELEV
BEARING (on curves Lise radiBl brg (PC 'to RP), or bypass to exit) : NW49.2442
DISTANCE (for~IJrvem~ enter a l1eg~tive (-) radius) : 144.07
NW 49 24'4211 144,,(1700 391559.7175 525068,,4741
BEARIN1:; (on c'1.u"'ve$ USf:") r.i.H:lj..:.~l bl"'q (F'e tC) RP), 1.)1'" byp.~ss to elcit) : NE40.3518
DISTANCE Cforcurves, enter a neg~tiYe (-) r~diu5) : -tOO
KNOWN, AFC.ChoFd,T~n.EMt,Mld ard,Delt. ? (A/e/T/E/M/DI: D
DELTAICENTRAL ANGLE (- if ccwl , 51.0139
CHORD f~f~G LENGTH PT i'Jr.IRTH E:AST
NW 23 5::::"5_3'1 86.1455 391638.4777 52e:jn~~3. ~1758
DELTA AF:C F~P NClF<TH mmn EUoV
~1 01 ' ::'~~l:) II 89.05913 39.1635.6579 5251 ::r.:r.. 536:1
RI'iIHAL F'C.*F<P R{.\LH LJS RADIAL. RP'PT DEe) 01" CUF<Vf:: 11'[0 ORD
NE '1(1 35'11::111 10(l.OO(lO ~IW 88 23' (17," 57 17'45" 9.75H3
TAI%ll::~rr Pr......p r TAN l.ENGTH TAi'lmriNT PI.'PT EXTfoF(NAI_
N~J 49 24'42" 47.727(' NE 1 3b'5711 .10.8055
F'ROM f!EARHIG/ANGI_fo DISTANCE: TO ~lm<TH EAST El.EV
BEARING Ian CUFves use F.dial brg (PC to RF'), OF bypass to eMit) : NEI.3657
DISTANCE If OF curve., enter 8 ne9.tiv~ (-I r.dlufil : 147,61
\\IE 1 '3'.6'5711 147.6.1(10 ~817a6.(''29(1 525037.7381
SEARING (on cu~Ye$ wffinr~di~] brg (PC to RP>, Qr bypass 'to Rwtt) : NW88.2303
DISTANCE (f~rcurves, enter 8 rle~~tiv~ (-) r~diIJs) : -21~
KNOWN, Arc,Chor~,T.n,EHt,Mld ord,Dmlt. 7 (A/C/T/E/M/DI: D
DELTA/CENTRAL ANGLE (- if c~wl , -12.2657
F'C
CHCIRD ,mc>
NW 4 36'3211
L.I;;NGITH
46.6231
f"T
NClF<TH
::19.1 832.5(1.14
1;;1.)5T
5.25033.9919
DF.:LTA
ARC
r-:p
NrJRTH
EI_r::V
m?II3T
El.EV
-II
-
" A:':~-"
:=:::J c::= ==
c::::l _ I!!I!M Ill!l!II
Page 6
12 26,'5'7"
46.71~(l
.~Q, 7Q? nr.,), 5
~?llp":','7. m":'~.L, #
r<ADIAL PC*RP
NW 88 2:;.~' 0::;"
RADIUS
2.15..1)000
RAD I P,L RP*.PT DEG OF CURIJE
NE 79 10'0011 26 38'57"
MI D Ofi'D
1.2675
TANGENT PC*.P I
NE 1 36' 57 II
TAN LENGTH
23. 441t'8
TANGENT PI*PT
NW 10 50'00n
EXTERNAL
1 .. 2750
FROM BEARING/ANGLE DISTANCE TO NOraH EAST ELEV
BEARING (on CLlrves ~tUe radial brg (PI: to RP). or bypass to exit) : NWI0.50
DISTANCE (for curves, enter a neoative (-) radjus) : 194.45
NW 10 50'OOi. 194.4560 392(:123.4859 524997.4445
BEARING (on curves use radial brg (PC to RPI, or bypass to exit) : SW79.10
DISTANCE (for r.:1.1I"Vt~G, enter iii nf:lgativE-~ (-.) radius) : 204.55
SW 79 10'00" .'204.550(1 391985.(1402 524796.5400
BEARING (on curves use radial brg (PC to RP), or bypass to exit) : SEtO.50
DISTANCE (for curves, enter ~ negative (-) radius) : -30
K~mWN: Arc,ChordIT~n,Ext,Mld ord.De]~. ? (A/C/T/E/M/D), D
DELTA/CENTRAL ANGLE (- If ccw) , -87.0206
CHOF<D BRIO
SW 35 38'5711
LENGTH
4.t.:Q 46
PT
NOI~TH
391951.4679
EAST
524772~46JO
EI..E'/
DEL.TA
87 0.2'06/1
AFIC
45~=j714
F:P
NOFlTH
391~)55~5749
EAST
5248(12 ~ 1786
EL.ri.IJ
RI\D I AI_ F'C...flF'
SE 1 0 50' (H) II
FcAD rus
.30.0(I(H)
RADIAL RF'.F~ DEO OF CURVE
SW 8207'::i411 19(1 59'()911
MID ORD
s. .24~-j1
TAI\1I3r::NT Pc*p I
SW 79 10'00"
TAI'~ LEI~Gnl
28.4B64
TANGENT Pi:.l"T
81;: 7 ei2 '06"
F..XTERNAL
11.3699
I"ROH r<EI\FlINf.i/ANClI..1;'; I>ISTANCI:! TIJ NORTH ;;;AS,. ELEV
BEARING (on curYes use r.dialbrg (PC to RPI. or byp.~s to exit) , SW82.0754
DISTANCEC'for curves, ~nt~r ~- nag~'tive (..) 1~~dilJ9) : -1130
KNOWN: Arc,Chord,T.n,Ext,M.d crd,Delt. 7 (A/C/T/E/M/D), D
DEL.TA/C~~TRAL ANGL.E (- If ccw) : 9.3524
CHORD BRG LENGTH PT NOFlTH EAST ELEV
mE ::. 04'241. 188.9154 :;;.91762~ 824';-~ 57~4 7F.3.? 5e~/5
DELTA Ar,C RP NORTH EAS'j" EI..EV
9 :':::5 ':2411 Hl9. J. 31.>1 ~~917W.. 7742 S2:-1.6e3~). 09t;'6
RADIAL F'C'..RF' RADIIJS RAD J AL RP*F'T OErn OF CURVE MID ORD
S~J e~~ 07'54" 1. 130 ~ (11)(,11) !3E 88 16'42" 5 04 '14" 3.. cJ:S4E-3
TI',NGENT PC*'PI TAN 1.ENG;H TANI3F.NT F'HPT EXTERNAL
SE 7 52 '0/.,,11 9il, 78'~4 S~J 1 .l~3 '181. 3.9687
10-09--90
Page
BEARING (on CLtrves use radial brg (PC to RP), or byp~ss to exit) : SW1.4318
DISTANCE (,For curves, enter a negative (-) r~dills) : 326.95
SW 1 43'18" 326.9500 ::')91436.0218 524772.7665
BEARING (on curves use radi~l brg (PC to RP), or bYP~S5 to exit)
CLDSUF(E:
NW 68 33 '08'1
..0090
EF?r~Dfl :
1 F'ART I I~ 392146
F'ERIMETEn
3539.. 12Cl9
N,E OF STAFnING POINT
391436.0.251
-..I.)03::t
SQ FT
229297.85
524772.7581
.0084
ACRES
5.. 2f.)395f~
90-060 KALA TERRACE PLAT CHECf': DISC .1211 10-09-90
10-09-90
F'ac;Je
STARTING. ENDIr.JG GnMMANflS FOR F,F-FYFCI.JTHW , 1.\7
~-I
, -' -'. .'~'.
2 ."NW48. 3057, -97.50, D, 50. 0754; NW88. 2:!.1.>3, 225. 01, NE1. ",.657, -.105; D; 38. 5821;
:!. "'.N\.<J49.. 2442; t '1A~ el7; NE40. :;';'518; .-100; D; 51.. 0139; NE 1.. 3657,. .147 ~ 61; Nv.J80.230::~;
4 *_215;D~_12.2657~NWI0.5CI~194.45~NE79.10~17~NWI0.50~-330~D~-15.30;
5 *SE26~ 2;); 147. 30; ~IE69; 102~ 41; SE48. 12.~7; .1 ;c. 48; 8E21. 0823; 1(:16~~3; .
6 ~SW68.5137;_89.21;D;58.3221;SW37.2358;103.19;SW1.3657;60;;;;
MAP CHECI(
MAXIMU~J ALLDWAf<LE CLOSURE Ef;,f"(Of'( , 0.01
N,E OF STARTINGPDINT ~305
FROM
BEARING/ANGL.E
DISTANCE
TO
NORTH
3C'/162:3.1728
EAST
525.2:':::1 .. :L 73Ei
r<AC~:S 1 GHT BIf.AR 1NG ,
BEARING (on curves use radi~1 brg (PC to RP), or bypass to eXIt) , SE8B.2303
DISTANCE (for curveffi, enter ~ neg~tive (-) radius) 362.41
SE 882:r,'03" 3b2..4.tOO 3q1612.953b 52559::.4397
EIEAi=<INf;) (on CI..H"'Vf?!!' l,u;e radi .:11 brl:.) (PC t.O RP)., ()I" l;:Jypas::i to e>: it.) : SW:?8.. 5002
DISTANCE (for curves, enter ~ neq~tivp (-) radiLls) : 109.32
5W 285()'02'. 109..3200 391.517.1869 525540..7177
BEARING (on curV85 LIse radial brg (PC to RP), or bypa$~ to exit) SE3.4153
OIB'rANeE (for curV~5, enter'~ neg~tiv~ (-) raljitJs) .: 5(1
SE 3 41' ~33" ~;;O. (Il)O() 39 .14h7. 2910 52554:;.!..9426
SEARINl3 (on f:UI'......f?!!i IJ5F.:~ r~di.r.d \:.rg (PC t.() f'\f:').. or bY~Hl'5:io t:o e:::j. t) : "1~J4r:1.. 3057
DISTANCE (for C.l..lrvet:', enter i.\ nFiC].r.ttivf~ (-,,) t"'Ci1c111.IS) : --97.50
~:::NOt,.lJNf ,Ar'::fChord,T~n,f~)~t,Mir.J {)rr:1.Df.;"l ti:1 7 (j~/C/T/E/M/Dl ~ fj
DELTA/CENTRAL. ANGLE (- If ccw) : 50.0754
CHOm., F)r~r:.l l.ENGTH F'T ~IOrHH E~\S'T E\.EV
SW bb ::;~r. I no II 82.bt:'.b :;.l."f 1434. 415n =t2546FJ. 1 ~:;23
DEL;r A AF<C: F<P l'IIJr,TH HAST EL.EV
50 (17' 5411 85.3089 3Q:l531.87b3 =125470.9016
RAIJ I AI_ PC'.FlF' r,ADIl.lt; l'lAPJ'AL. RP..PT l)f,:C; or- CURVE' MID ORD
NW 48 30'5711 q7. ti(lf)() EM 1 :::.6 '~571. 58 4~"j'5Ll..' 9. 18~~4
TANGENT p'C.'P'l TAN l.ENI3TH l'AI\IGEHr F'r."PT EXTEF<NAl..
SW 41 2c"} '(.1'3" 45.6(115 NW 80 23 ',)3'. JO. 137.1
F~RDM l~EAR:r~IG/ANr:IL.F. D:!!H~'~Ir.:E TO NORTH e:AL~T EI..r::V
BEARING (on curves use r~dl~l brg (PC to RP), or byp~$~ to exit) : NW8D.2303
DISTANCE (.for CLJrve., enter a n~gntivm (-) radi~Jm) = 225.01
NW 8S 23'031' 225.010(1 39144CI.7598 525243..2318
EEARING Ian ~urve9 use rAdial brg (PC to RPI, or bypAAs.ta ~Nitl , NE1.3657
DISTANCE Iforcurve9, enter s negative (-I r~diu.' : -105
KNOWN' Arc,Chord,T~n,Ext,Mid ord,Delt. ? lAIC/TIE/MID), D
DELTA/CENTRAL ANGLE C- If ccw) I 38.5R2J
- ~
ELEV
TERRACE: PI..AT CHE:CI< DISC 1211 10-1)9--90
F'~ge- 2
PI:
r~HnRn. Rf~'r:;
LFNGTH
PT
l'-.\i.\r,'\~..\
Fr~~T
r::"' ~v
DEI_TA
38 58' 21 ,\
(4f<C
71_1\208
f<f'
NORTH
391545.7180
EAST
525246.1926
ELEV
RAD I At.. PC*r-u"
NE j 36' 57 II
f-:AD 1 U~3
}()5_ (1000
f,AD I AI.. I'P'P T
SW 40 35' .18*'
DEI3 OF C;URVE
54 34'0311
MID DFeD
6.0142
TANGENT PC*P!
NW 8Ei 23' 0311
TAl') I..F.NCHH
37.1541
TI-\l.IGENT PI*PT
NW 49 24'42"
EXTERNAL,
b.3797
FRl:l~1 BEI\RING/AI~131_~: DHH?\NCE: TO NIJI"TH E?\ST EI..EV
BEARING loncurve$ u.. radial brg IPC to RP). or bypB$S to eMit> : NW4Y.2442
DISTANCE Cforcurves1 enter a negativ~ (-) radilJs) : 144.07
NW 4924'4211 144..0700 73.91~i59~715J:' 52~~(I613.4i'02
BEAf<:lNI3 (on C:LW'V"'; ,-",,~ ","CHid br'g WC \:0 F,P). or byp""'S tl> e;<it) : NE40.3518
DI STANCE (of or" CL.lrV!.?S, ent.er (:, neg~,t i V~... (- > Y. .;~rJi L\S'I) : ~..:l (10
I<~IOWN' AI_c:,Chonl,T,,,n.Ewt,t'lid QrcJ.Dr.,lt'.i. ? (A/C/T/~:Jr'l/Il): D
DEL TA/CENTF:AL. ANGL.E (- if cr.,,) : 5:1. 013<1
CHORD E;RG
I. E~IGTH
86.. 1455
PT
"IOI',TH
:::;q1 h)8. 4~}5b
EAST
5'250:;.~'!.. 5119
NW 23 53 '5~.iI
!)r:I..TA
5l 01' .:~~ll
Ar-,C
aq .. (159fJ
RF'
NClfHH
39.1 b:;r.~'lj. 65!:,fl
EAST
E-:U,V
5251:.::03.5322
FeAD I AI.. 1"C..Rf'
NE 40 35' If;ll1
",AI)lUS
1 00 . (\000
f';:P,t) T Al.. F';:P~P'T
l\IW BE'1 2::,'0::;;"
I)I::G elF' r.:UfNf,
~J7 j7'45H
MID OR!)
9.75;\[1
TANI3EN'r ':'C;..PI
NW 4C'/.24 '4~21f
T?WJ U;:NGTH
47.7270
TANI3ENT PIOPT
NF .[ :!.b' ~''-l "
f2XTEF<I'IAL
10. F.JO~;5
F'RIJM 8F.:Ar,INr:J/ANGU, rIISTI\NCI" TO NOr-,TH EAST EI_FV
BEARING Ion curv.. u.. radial brq (PC to RP), or bvp... to p;<it) : NE1.3b57
O:tSTAt\lC;m (.for c:urVl-J!::)~ IN1t.~'I'" a neqc\t:'.tvfo"l. (-.) I'.~dil.llti) : 14"".(0,)1
NE 1 ::,6' '=.,7 II J 4'" .. 6.100 :;:.9 1 7~'36.. (",176r.:l 525c)37. 7.34.2
l1EAr~IN() (on r.:l.ll'V"," ..,,'" ,',,<:Il,,1 brg (F"C 't,,> F<I"J. <lr' i?yP"!;S te> ",>lit) 1I',IWf:J8."130;;.
DISTANCE (for curve$, entpr B negative (-) rA~lius) ~ -21~
~:~IOIiJN' Arc,ChcWO..,."".EoWr.,t<lid ')I"d.tl.,'j t;" '? (A/C/T/el/'I/O)' n
DELTA/CENTRAL I\NGL.E (- if cc~J : -J2.26~7
CI-lCmD 1:'''':8 \..F;I\I\3TH f"T NORTH G\f:'>'T e:U;:V
NW 4 3b'32" 46. b2';;,~ :\91 B32. 4993 ej~~5(1~~~:'. '78f.jO
r.IEI,.H\ ?\F,C \,1" NC)rnH \;;I.\ST r::1..F.:V
12 :~6' 57" 4h."7150 :::!,r.;.1 ~ltJ2. 08',/4 =,248.?? 81 r:J7
,,,p, 0 I AI.. PC*F,F' r,Al)!US F<I\OIAI,. '''1'''' F''T mer, CIF' CIJr;vri rHO Or,l)
.--
-....I11III
90-060 KALA TERRACE PLAT CHECk DISC 121J 10-09-90
1.0-0(;1-',90
Nt.} f.-:f1 23 'I)"::;"
';? 1 ~_:;. (ll)(\()
!,.!r. ~q ~ ,-, . f~l(l"
~.l. -:p c'.""?.
TANr;;ENT PC..PI
~IE .L:;6 '57"
TAN LENGTH
23 _ 4l~98
TANGENT P I ~F' T
N\JJ 1 CI 50 '(10"
EXTEr::NAL
.1.27~IO
Page
FROM E'EAR I NOII.\I'.,m..E D I iHANeE TO rWI~TH EAST
BEARING (on cu~ves use radial brg (PC to RP)~ or byp~ss to exit) : NW10.50
DISTANCE (for curVe!~. en-ter a negative (-) radil.ls) 194.45
NW .1.050'0011 194.4500 392023.4838 524997. 44Cl6
BEARING Con curve~ LIse radial brg (PC 't:o RP), or byp~~s to e>:it) : NE79.10
DISTANCE (for C'llrVP-E"., ente?r cl negativp. (-) r",\di\.ls) 17
J\lE 79 1 I) 'oon 1. 7 .. 0000 :3920.26. 6 7(",10 ~;251) 1 '1'" 1 ::;7.~
BEARING (on CllrveSLlse radial brg (PC to RP), or bypass to exit) : NW10.50
DISTANCE (for curve$~ en.ter' a n~gative (-) r~diIJffi) .,,330
KNOWN: Arc,Chord,Tan,ENt,Mid ord,Delta ? lA/C/T/E/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : -J5.30
PC
CHORD BF~G
NE 71 2~:=;' Of)"
L.E~IGTfI
89.00J6
F'T
NClFnH
.39205:5.. 0424
EAST
5:?509B. 49Sfj
DELTA
.t ~3 3()' 00 II
ARC
f.39~ 27::;f)
RF'
NClF(TH
;;92:;~~:jO. 7978
EAST
524ci52. 1 J. 3.2
RAD:rr,l F'C.'RF'
NtlJ 10.51)'0011
F~AD I US
::!.~~.O.. l)(i.(l(l
RADIAL. RP.PT DEB OF CURVE
l:iE '2~1 20' O() II J. 7 '2:l' 44"
TA~IGENT F'C>'F' I
NE :79:1 (I' (ll)"
TI.',N L.El\lfHH
L~4.. c::J :111.)
TANGENT F' I ~Yr
1\1[: f...l3 'HI' (H) II
E XTE':RNAL
:;). CI/.j.;:II)
ELE'J
MID orm
3..0143
FROM BEARJNG/A~~LE DISTANCE 10 NORTH EAST EI.EV
riEA.~'!NG ((Jon c.~I.lrVe5 I.H;I~ I"adia'l bl"~~ (F'e l~.() F(F') , \>1'" b'/PilS'.;; t(') ('Jold.t.) : m;~=?I.').20
DISTANCE (for cLtrv~~, entsr a negative (-) rmclil.IS) 147.3(1
SE 26 2(I'O()11 147..3000 39tq2~.C)279 525163..841:10
BEARING (on curves LIsa radi~l brg (PC to RPl, or byp~ss to ewit) : NE69
D1STANCE (for CI.lrV~5, wnt~r a nsq~tiv~ (-) r~diLls) lC12..41
NE t,')9 1:11;>' 0011 :i 02.'4.1 00 31"'~ J 959. 7.284 52~):;!59. 4480
BEARING (on CUrv~. une radial brg lPC to RP), Dr bypass to eMit) : 5E48.1247
DISTANCE (fof cLlrv~s, enter ~ n~g~tive (-) radius) 13.48
SE iJ8 12'4711 1.3.4.8()(l 391.95(:'.74~'j8 525269.4991
BEARING Con CUrVS$L!~~ r~d~~l br~ (PC to RP)\ or byp~c~ to s):it) : SE21.0S~3
DISrnNCE (tor cl.lrv~~, enter M neQa.tiv~l f-) r~diI.J~) 106.43
SE 2.1 0812311 106.43(1(1 39185J.4781 525307.8824
BEARING (Qn CUrves U$~ r.dl~l brg (PC to RPI, or byp~.a to ~Nlt) : SW68.5137
DISTANCE (for curv~u, enter a negatlv~ (-I radium) : -89.2J
KNOWN, Arc,Chord,T.n,Ewt,Mid ord,Delta ? (A/C/T/E/M/D) I 0
DELTA/CENTRAL ANGLE (- jf ccw) : 58.322J
PC
CHIJRO FJf::e
SW 8 0714811
1..1::1~131'H
87.2330
F'r
I~()F<TH
39.1765.1218
[;:AST
525295.5462
El.F.:V
90-060 y,ALA TERRACE PLAT CHEO~ IH SC 1211 ,10-00'>--90
10-09-90
58 3.2' 21 I'
91.1460
391819. :T.051
525224.6759
Page
4
f~AD I AI.. PC~.I,P
Sf.iJ 68 5.1' 37"
RAOIUS
8942.tOO
RADIAL RF'~F'T DEG OF CURVE
SE 52 36' 02 II 64 13' 33"
M ! D ORD
11 . 3895
FROM BEAf<INCi/ANI?iLE D IST/~NCE TO NOFiTH EAST El.EV
BEAR1NG Con curves use r~di~] brg (PC to RPl, or byp~ss to exit) : SW37.2358
DISTANCE (-For curvms, enter a neg~tive (-) r~dius) 1('3.19
SW 37.23 . 5811 1. 03. j 900 39 .16\8~,. 1 4~15 5252~!,2.. 8719
BEAHING (()n C:C.II'.ves LI$~~ r".ndi,aJ. bl"'g (PC to F~P)., 01'" bypc:t!;? to p.~it) : StlJl..3657
DISTANCE (for cur-veEr" eni:er a negative (-) radii!';;) : 60
.5t.aJ 1 :36'~:i'711 060.0000 :~;91623. :16(,",14 52::i231. J800
BEARING (on curves Lise radial brg (PC to RP), or bypas~ to exit)
CL.OSURE:
NW 61 15 '37"
TANGEI'IT PC*F'I
SE 21 (l8'2~:;1I
',?\N LENG'rH
50.0DOl
TANGENT PI.*PT
SW 37 23'58"
EXTERNAl..
13.0565
. (>1,)71
EF(R(lr~,
39.1623.1728
.... (1034
525.2:::':1.. 1738
.. (JOt.I~i~
1 PART IN 318990
PER I 11r:TFR
so rr
1715615.069:1
Acr...ES
3. 938~j9.2
225~3. 6J 12
N.E OF SrARTING POINT :
7 0; 1 ;6;0. 01 ;tJ:7(11; ; SE8El.23C>3; it.l8. 0; Nl&J22. 153(J; 98. 47';NE1. 4318; 124';
: :~~~~:~~g~::~~::::~~;~:~~h~~:~~~~7~~;~~~~~;~~;~~~7~~~~~~rh~~~3;
10 ~'i'Jwt~m.. '1247; 13,; 4m~ St,A169 ~ t (J~~. 4:l; NW2b. 20; J 4.7.. :;:.; 1\J1~J:.2b. '20,: -.~~;:::(l; D; j Ei.. 30;
11 *SW79.10;221.55;SE1(1.5C1;-'30;D;-87.0206;SW82.0754;-1130~D;9.3524,SW1.43J8;
MAl" CHECI\ ' , ,. .' ,.'
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STARTING POINT #701
FRDM
BEARING/ANGLE:
DISTANCE
TO
NOFaH
39 1. 'J.,:~;t,. 025,1
EAST
524772..758)
EL.EV
BACKSIGHT BEARING ,
BEARING (on curves U~e r~dl~1 brg (PC to RP), or bYP~.$ to exit) : SE88.2303
DISTANCE (for CU~V~WI ~nt~r A n~Q~tiYe (-) r~diLts) ~ 1118.0
SE 8023'()3" J118.(IOCl(I :';T,914()4.4999 525e9().31~.5
BEA(~ING (on C:1.lrVp.B~J$I':" ri\dJ.,,~I'1 I:U'.'I:=J (r-~C to I:'(F') Of or bYI'.!I!IH5 to eN.' t.' : NvJ.'22.. J.5::1:0
D1STANCE (for curvms, enter ~ neg.tive (-) r.cllus) I 98.42
l'IW 2:;: 15' 3(l" 9::1.. "'.200 ~~91 4.95. ::-.i862 f1.'2~S5~: ~ 03::;'7
8~ARING (on curven uge radial bra (PC to RP), or byp.sG to exit) : NEI.4318
DISTANCE (-For CIJrvesf ont~r a nag~tiv~ (-) r~dtIJn) 1~4
NE .1 43' J8" l.'24.t)(IC)() 39.th19.'ej302 ~25a5~,.7f.:',9:2
SEARING (an curve. u.~ r.di.l brg (PC to RP). or byp.so to exit) : NWffiS.2303
DISTANCE (for curvam, enter ~ negative (-) radIus) 116.19
:r.rrL'~"7 ^~':.1'<':}f:'.\,;;,';;',D';i~j}'f'i'\";i\.;ii"f"''''t''... ,.'.
..
-
-
-
-
-
-
-
-
-.
J2,ar "A "
STARTING, ENDING COMMANDS FOR RE-EXECUTION' 18,26
18 0;1;6;.01; 1000,1000;INW7.4255;BO;NEB2. 1705;20: SE7. 4255 ;1.47;NE82,1705:
19 *_25;D;_93.0705;NE79.10;51.62;NWI0.50;-25;D;-90;SEI0.5O;75;SW79.10;
20 ."-25; D; .-90; SW79. 10; 55. 71 I SEll), 50; -25; 0, -86, 5255; SE7. 4255; 3.42;
21 *SW82.1705;20;;;
MAP CHEcr;
MAXIMIJM ALLOWABL E CU1SURE ER~,(11< .01
FROM
BEARING/ANGLE
DISTANCE
TO
NORTH
1000. 00(11)
EAST
1 (I(U).. OO(H)
BACf<SIGHT fJEAfUNG :
BEARING (on curves use radial brg (PC tD RPI, Gr bypass to exit) : NW7.4255
DISTANCE (.For cu~ve~, er,ter" a negative (-) radius) : SO
N~y 7 42' 5511 80", 0000 1079.2'758 989. 260(1
E<i:.AFn:NI3 (on ,"LII-Ves ,.Ise radi.al brCJ (PC t.e. FIP), or' byo.,.." to ""i.l:) : NEB2.1705
DISTANCE (for curves, enter cl neg~tive (-) radiLIS) : 20
NE 02 .17'1)5" 2t:).OOOO lOB.l.9b08 1009.0789
BEARING (on curve. us. radial brg (PC to RPI, Dr bypass to exit) : SE7.4255
DISTANCE (for curves, enter a neg~tive (-) ~adiuR) : 1.47
SE 7 42'55" 1..4700 1(180..5041 1009.2762
BEARING (on curv~sUs. radial brg (PC to RP), or bypass to eMit> : NE82.1705
DISTANCE (.for CLlrve~, enter a neg~tive (-) radius> : -25
KNOWN, Arc,Chord,T.n,EHt,Mld ord,Delt. ? lAIC/TIE/MID): D
I1EI..TA/CENTFIAL. ANGLE (- if ccw) : -93.0705
CHIJRI) j:<no U:~IGTH PT NORTH EAST ELEV
SE: 'e:l"~ 1b'28" 36..3042 .1059..3059 10",8.7487
01,.:1_ rA Am: F,F' NClFlTH EAST F.I~E'J
":, 07 'Oe-i" L~().. h::r.{)4 1083.8604 10.34.. OI.l99
E:LE'J
90-060 KALA TERRACE F'l.AT CHECf< DISC 1211 10-10-90
1 (1-.1 (1-90
Nt.=: 82;l 7 ' ~)5 II
2=, ~ 0(101)
SE .1 0 50' 00 II
229 .10'59>1
F'"ge
41
TANGENT PC.'PI
Sf:: 7 42'55"
T?\N LENGTH
26.3989
TANGENT F'!'PT
NE 79 10'00"
EXTERNAl.
1 i. ~ 3580
.. - ,',_0: "-'
7.8098
FF~OM c.EAR I NC'31 ANGLE D I ST ANCE TO NOr<TH EAST El.EV
BEARING (on CLlrves Lise radial brg (PC to RP), or bypas~ to exit) : NE79.1C~
DlSTA~ICE (for CLlrves, antrnr ~ "egative (-.) radius) : 51.62
NE 7C,' to/ell)'l 5.1.6200 11)69.t)080 1089.4487
BEARING Con curve~i Ll~e r~dial brg (PC to RP), or bypass to e>:it) ~ NWJO.50
DISTANCE (for curves, enter a negative (-) r~dius) ~ -25
KNOWN, Arc,ChDrd,Tan,ENt,Mid ord,Delt" ? IA/C/T/E/M/D), D
DELTI:VCENTRAL ANGLE (- if ccw) , -,90
PC CHORD BFtG LENGTH P'( NOFaH EAST ELEV
NE :;;4 .10'(1(111 :~;~.i. 35::-;:=;: 1,0(-18. 2bl:;'~ 1109. 3043
(iELTA AF~C F(F' NOFlT H EAST ELE'J
9(,> (,H)' 00" 3~ _ 26(i9 .1l)9:~; ~ 5625 10134.74<19
RADIAl. F'C~Rf:' f,M)JUS R~lDIAI. RF,..PT DE'G OF ClJrNE MH' ORD
NW 10 50 ' (1(J ,. :~5 ~ (J(lor) NE 79 l() '0011 -;:29 10'59" 7.3'22::;
H~NGENT PC..F'.! TMJ LENGTH r A~JGENT F'.I.PT EXTERNAL
Nt-: 79 10'0(,11 2:5. (lC)(jO l\f~J leI 50'0011 10. :::.~:;S:3
FROf1 F.1r::Ar~JI\fG/ANGL.E': nISTANCE TD NOr,TH EAE,T ELE''.'
i?EAr<Ii'Ir.; (on C:~lr'vefi. \.IHI:1 r.!Id'l.~l b/'"'9 (f';'C -to HF') , 01'. byp8S'~ to eHit.) : 1,1::;1()..f'51:1
DISTANCE (for curves~ entpr a neg~tiv9 (--) r~diLls) : 75
SE ,10 _~jO'(l(lI' 'i'~':;.(lI)(l(1 :\(l2fl..5q7~i 1,:l2~;.40(IC:.1
BEARING (on cury~s U$~ r.dl.l brq (PC to RP1, or bYP8SB to eMit) : BW79.10
DISTANCE (for 'CUrV~$, entel~ ~ negative (-) r~diLls) : -25
KNOWN, ArG,Chord,Tan,ENt,Mld ard,Delt. ? (hIC/T/E/M/DI, D
DELTA/CENTRAL ANGLE (- jf ccw) , -90
PC CHORD F,lfU; U~NGTH PT NClRTH EAST ELEV
NW 55 5(1I()O" :!~5. :~:5~~~~ .t Cl44 If 4~;i:;'~S HI9~,. 147~
DELTA Ar~C f,F' t,IORTH EAST El.EV
90 00100" 3("". '.t~699 1019.fl991 :1 Cl9B. a4~J3
FIAT) I AL PC".RF' RAD J1JS RADIAl. RP,PT DEB OF CUFNE MIl'.> arm
sw 79 11)' t:)I:) II 2~,,, <)1)00 NW 10 50'Of:I" 2~'2cl 10' 5l")1I 7.3223
TANGENT PC*F'I TAN LENGTH TANGENT F' .l*PT EXTEFINAL
NIJJ to ~O'(J(I" 2~;.1:1l:10l) BW 79 J.(.I'OOII 1. O. '~J,5S~;!'.
'PI,~~,;tSr>\'il';-:--""""^'
90-060 I<ALA TERRACE PLAT CHECK DISC 1.211 10-10-'70
10-1 (1.-90
Poage
FROI"!
r.EAf':lNG/ANGLE
111S.TANf:r
Tn
"ln~'Tf.1
C(l,~~r'
::.-' C"'tl
,.;, it: .', _. ~ -' _ h...." ." 8 1 ".'
DISTANCE (for curve~, ~nter a negative (-) r~dius) : 55.71
SW 79 10' 00" 55.7100 1 O::~3. 9827 1039.4304
BEARING (on c;urVE?S t.1se radial br-g (PC to F:P), c>(' bypeiSS to e>:it) :SE.tO..50
OISTANCE (for ~urves, enter a negative (-) radius) : -25
KNOWN: Arc,Chord,T8n,EHt,Mid ord,Delta ? (A/e/T/E/M/D): D
DELTA/CENTriAl- ANI3LE (.. jf cl:w) : -8,~,.5.2~)~;
PC
CHorm BRG
I.ENGTH
:;;4. :"BO:;'.
PT
NORTH
].006.1)720
EAST
],(119. 35::j~:i
SW 35 4:~'3311
DELTA
ARC
37.. 9(l~74
RP
NORTH
.1 (H)9.. 4282
EAST
1044..1292
86 5';~' 5511
MIL ORD
".8479
EiAD 1 AL F'C*RP
S8. lc) 50'00'*
RADIUS
25.. (lOOt)
FiP,DIAL RP*PT DEB OF CUFiVE
SIIJ 8217'05" 22910'59"
TANGENT PC~Pl
SW '7 I':} 1.0'1)0"
TAN 1..ENGTH
23.b752
T~)NGENT F' J *PT
f:jE~ "7 42' ~511
EXTEF<NAL
'1.4':H::!.
FROM BEAF:l NG/ANGl..E D1 STANCE: TO NDfnH EASi "LEV
fH=-:ARING (~:H,) C:'-l/'"'ve~$ Un~-! r'~cH.~l bY'g (PC 'r.',~ I=i:P) ~ or hypi:\SS to e).dt) : SE'7..4~.:!5~,
DI!":rrANCE (for' C:L.lr'V~.~,gont.er ill neg?t'iv~:-i' (...) t-;ll:Jius) : 3.42
sa~ ',7 42' e3~j II :!'. 11.:200 1 (102.. 6a:;~(1 1 (I J. 9. S 146
BEARING (on C;lIrv,"s L.IS," r"dl",l br9 (F'e to RP), or byp"'s", to ""dt) , SWS.2.j.7(l~
DI!:-JTANCr:: (,For' r::IJI"'V6'!:fo, ~:mtf?r .t.l n~Cjc:d:iV(~ (...) Y"iH:liua) I 20
SW 132 17' 0511 20. (H~H)(I 99q. 9980 ':Ie),? C;t9f.j"J
,BEARING (on CI.lrV9$ ~!fi~ radial hrg (PC to RP), ,)r byp&~~ to exit)
CLOSUm:: :
NE b~'j 03 ''2211 .0047 lO!)!).OOCH) 1000. (1)00
1"I":r~ori: ...0020 ..., Of:,II~;
PART .( N 979011
~_~ HAil F'EF~lM~:E~ ...,. S~ ~.F~ . ~CR~~._ ",I
{~ <- 464. ..ll.'4i~- 47..,0. 7..,1", . .1...Sf..I...., / i?~ "/?
N,E OF STAf<TIN('l r"O!Nl~' : r4
25 0; 1;6; O. 01; 1(1(IC . 00;; S~j40. 3518; SJ:l:! '2J; ~lE88. 2303; '129.35; NW27. 5344; J 0.9:
26 .*NW27. 5::!.44; ."5(1~ t ;'f9. :3041 ; NvJ8r~. 2::'( ..,., ~99. 85~ 1\IF:J. .3.657, -120; P ~ .3f3. ~)B:~ 1 ; ? ;
MAP CHECf< . .......
11AX IMLJM ALLOWABLE CL.OSURE EF~RDR , 0.1)1
N,E OF STARTIN~ POINT I lDOO,100D
f.HEAn I NGI A~IGL.E
P1STA~lC.E
TO
NoraH
1. 000. OI;IC)O
EAST
.1000. (1000,
E:.Aef<s:rc,HT m;:I~R:rI'1I3 ,
BEARING (on curVW5 uge r~dl~l brg (PC to RP1. or byp... to eMit) , BW'IO.35J6
OIS'rANCE (-rorcL.II"'VC'?U, fi,mtfi'r ~ negm\:i.va (--) r,~dll.l!~) I ::\8.21
. SW 4t> 35' IS" :;r,S. :2J('O j 970.913:\2 975.1:,,98
----~
42
ELEV
ELEV
ELEV
90-060 KALA TERRACE PLAT CHECK DlSC 1211 10-10-90
10-10-90
Page
43
(on CUI~V~S'JSP r~diAl b~a (PC tn RPl. n~ hv"~s~ tn ~!~it) : SFRR;?~n~
Sf:: 88 23 'l):~.1l 429" ~;:~j(:'O ./ 9Sf.-J.. El764 1404.. 3191
BEARING {on curves use radial br9 (F'e to RP) ~ Or' byp~~ss to e;-:it) : NW27.5344
'DISTANCE (for curves, enter a negl:ltlve (-) radius) to.9
I\lt.aJ 27 53'4411 l(1~9(J(JO J 968..5098 J399.2194
BEARING (on Cl~rves Lise radial brg (PC to RP), or bypas!; to exit) : NW27.5344
DISTANCE (for curve., enter ~ negative (-) radills) : -5()
~NOWN, Arc,Chord,Tan,EMt,Mld Drd.D~lt. ? IA/C/T/E/M/D): D
DEL TAl CENTRAL ANGLE (- if ccw) : 29.3':>41
CHOFeD BRIO
SW 76 51 '36"
DELTA
29 30'4.1 II
RAD:[ m. PCO.RP
NW 27 53'44"
TANGENT PCO.Pl
SW 6.2 06'.11..,"
LENGTH
25.. 46t"~8
F'T
NORTH
962,,7.1Q8
EAST
1374.4164
ELEV
E: u:: V
MID OR!)
1.64<;'0
FF<OJ~ BEI\FO NO/M~"lt..fE DISTANCE TO i'JIJFnH EAST r::LEV
~EARING (on curves use r~dlal brg (PC tc RP), or bYPA~S to eMit) , NW88.2303
DJ$TANr.;f~ <+or c:l.lrVI!-?!.., (~n.t:er "'1. r...e.H~f~lttv~? (~.) r",:ldi.LIS) : 2(=)9.85
NllJ 81::123'03H 299.85nO V" 971. 171}q 1074. 685tJ
BEARING (on ClJrVmn ~~$e r~di~l brq (PC to RP), or bypas~; tn el1it> :NE1.3637
DISTANCE (for"curve~, pnter ~ nAgative (-.) radius) : -120
'(!\IOWN, An:, Ch"",j I Tan, E,d: , l'li d ,we!, 0,,1 t;" ? (I\lC IT IE:J~II D), [)
DELTA/CENTRAL. ANGLE (- H cc:w) , 3f1.r;8:;;~1
PC CHORD am3
NW 613 53'53"
Dr::LTA
38 58'2111
RADIAL. PC*FCP
NE 1 36 '57"
TAI~t,r::~IT PC"P I
NW 88 .'23 '1)3"
AF,C Fep
..,~ 7~~~ J
......J. ..J_"~.
NOf<TH
1012.6999
EAST
.1375.8263
f~ADIlJ!:;
50. (lO(lC)
RI-\f) I 1-\1.. FlP*I"T
SW 1 :~6' 57"
DEG OF CUFeVE
.1 1 4 3e,' 30 II
TAN LENGTH
.1.o;.r.. .1692
TAI'I13EI'H P r '.PT
NW ....88 ';~3' 03 II
EXTERI.,jAI..
1.7052
I...EI\IGTH PT NOFc1'H EAST
80.0594 9<;'9.9987 999.9950
Am: F~F' I\ICJF<T H E,AST
8 j . 6:~:::r.8 j 09.1 . 1. 272 .107B.069::;;
f;:"n:iU~i j F;I\D1AL r~F""f"T DEG elF CURVE
j:20. (H)(lf) SW 41) :~5' 1811 47 44'47"
TAN l..~:NGTH Tf.\NI3F.:NT p r O.I'T IE XTERI~AL,
42.41.,18 N~J 49 ~?4.' 4.2" 7.2910
FROM BEARINGIANGLE DIBTANCE TO NORTH lEAST
BEARING (on CUrV~$ use r~dj~l brgCPC to RP), or bYP~~$ to eMit) :
C:L.OSUI'lE,
NE 7S 25'3311
. (11)52
1 (I0(). (1(1(1(1
'-.I:Il:tl3
.l0I:l0.0Cl00
.....C>030
fiFCF<eIF"
-"~~-'....-...--"'>'I'''.I'~' ~"',.,",':"~:":--':'"
EI..r::V
111 D r.lRD
6.87::;;4
1 PART IN 171437
TERRACE PLAT CHECf< DISC 1211 1')--1(>-90
P."ge
PERIMETER
885~ ci926
SO FT
ACRES
.052i62
N,E OF STARTING POINT
22/2. If:!:~c:
90-060 KALA TERRACE PLAT CHECK DISC 12.11 10-1(1-90
10-10.-90
STARTING.. ENDH-IG COMMANDS FOR FIE-EXECUTION: '/7.'<(> ff~ "b"
28 ~-25JD;90;NW8B.1642;70.78;SWl~4318;-50;D;-33.5340;NW32.1022;-35;D;
29 *52.2129;SW20~1107;-50;D;63.4916;NEB4.0c)23;-25;D;97.4236;SE8B~1642;
30 *70.78;5W1.4319;-25;D;90;SWl.4318;2.5;SE88.1642;20;;;
MAP CHEer.:
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STAlnT~IG POTl~T 1000,1000
FROM
BEARI N[;/ANGL-E
EAST
1000.0000
DISTANCE
TO
NOF(TH
10(1(1.. OO(lO
BACr.:SIGHT BEARING :
BEARING (on curves IJse r~di~l brg (PC to RP), or bypass to exit) : NE1.4318
DISTANCE (,for curvem, enter a negative (-) radjlJs) : 8el
NE 1 43' 18" 80.. (I(l(ll) 1 079.. 9639 1002.. 4035
BEARING (on curveSllffie r~dial brg (PC to RP), or bypass to eMit) : NWS8.1642
DISTANCE (for curves, enter a neg~tjve (-) r~dius) : 20
l\JI,i.J 81:.1 :If-l'42'1 ;~(I.0000 1(tr.-J(Io.~j648 9f.32o.4.125
BEARING (on CLlrves Lise radial brg (PC to RP), or bypass to exit) : SW1.4318
DISTANCE (.for CLtr'Ves~ enter ~ neg.tive (-) r~dil.IS) 2"5
SW 1 43'18" 2.5(100 jj)78.0659 982.3374
BEARJI'JG !orl C:\..lrYp.F.;' LI~Je ri'lr.l:ial bl"'g (F'e to f~P). (}r byp,i\r~;.s to e;.:i.t:) : NW88o.1t:AZ
DISTANCE (.for cLlrves, enter a negative (-) r~djLls) : ~25
KNOWN, Arc,Chord,T.n,EMl,Mld Drd.D~lt~ ? CA/C/T/E/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : 90
F'e CHOFm E,F((, LENGTH F'T NDPTH EAST
SW 46 4]' 1BlI :::::::j.. :;:.7:;5:;~ "I O~j::~. 8.21:)';:- t")~:;bo. 5~?7 b
DEI. TA 11F,r~ 1lF' 1'~DFnH EAST ELE~'
90 ()Q' !)(lll :::~.,I.. 2b99 l'Y7H. El170 9~;7. ~;4137
RAD! AI_ PC'.RP FiADILlfi F.'IID! AI.. F(F'*F'T DEG OF CURVE
NW 88 lb'42" 25.0000 S~I I 43' :t811 .'2:;~9 t() '5C'J"
TANGENT F'C'P J TAN LENGTH TANGf~NT F'I*PT EXTERNI.',I,.
r;~J .1 43' H)H ~;~~3. OOC)(I I~W 8f:l '.6 I 4~.~ II 1. 0" :~~~.)5:$
F;.:OM E'EI'RI NG/ANGLFl DISTANCE TO NORTH
BEARINS (on CI.lrV~n u.n r~dial brg (PC to RP). Ol~ byp~ms to
DIS1ANCE (for curv~a, onter ~ nEg~tlve (-) r~dlus) : 70.78
NW 8a 16'42" 70"780(1 10~5.9548
BEARING (on curves u~e r.di.1 brg CPC to RPI, Dr byp.ss to
DISTANCE (fDI~ c~lr'vffi6~ ent~'. ~ n~g~tive (-) raljit,19) : -50
KNOWN: Arc,Chord,T.n,ENt,Mld ord,Delt. ? (A/C/T/E/M/D), D
DEI.TA/Cl'lNTHAL. I\NI:JI.,E (,. H' r.:r:w) I '.",3.5:340
EAST ELEV
G",J.t) , NWHEl.I~.42
CRUB. 8496
"Ni t> : 5W.1. 4~\,18
F'C
CHORD Elr~G
8W -74 4b'2E~"
LENGTH
2<1.1491
Pi'
NORTH
,I 04B. 2997
EAST
l!I't::i'7. 7~~;~r7
Page
90-(160 f<AL_A TERRACE PLAT CHECK DISC 1211 1(l-10-QO
10-10-90
3:'2;' 5:;.' 40"
RAD I AL. PC-M-RP
SW 1 4-:;;'18"
TANGEN"r F'C-'.PI
NI;J 88 :Lb'4~"
29.. ~;7r...J5
1005.9774
884.3474
RADIUS
5(1. (1)(10
RADIAL RP*PT
NW 32 10'2211
DEB OF CURVE
11 4 :~5' 30"
TAN UoNGTH
TANGENT PI*PT
SW 57 49'38"
E:XTERNAL
.2.. .'2699
EAST ELEV
P.~{lt) : NW:;:.2.1022
:le-j.2::.~62
BEARING/ANGLE DISTANCE TO NORTH
BEARING (on curY~S U$~ J~adial brg (PC to RP). cr" bypas$ to
DISTANCE (for curves, enter a negative (-) radiLI$) : -35
kNOWN, Arc,Chnrd,Tan,EMt,Mid ard,Delta 7 (A/C/T/E/M/DI' D
DELTA/CENTRAL ANGLE (- if ccwl : 52.2129
CHORD 8fl0
SW 84 (ll)' 2::~1l
DELT~'
52 21'2.9."
RI-ID I 1',1.. F'C.M-FeP
NW 32 lc)'2211
T~lNGENr f'C*P'[
SliJ 57 49'3811
L!:NGTH
30.8824
P'l
Nor,TH
1 (}4~i. 0750
EAST
827.0101
Plf\C
31.9(j37
r~F'
NOF,TH
1 077 ~ 925::',
EAST
839.0871
RADIUS
;;.ei ft 000(1
R,~D r At. RP...pT
SLY :;:~O 11' 07 II
Drm OF CURVE
16::;;. 42'1)8"
H\I"j I,.ENGTH
17.20b2
rANC3EI~T I" 1M-F'T
NW 69 48'53"
Exn,RNAI..
4.C>Ot)7
",AST ELEV
eHitl , SW20.1107
BI::ARJ:Ni':l/ANClU,: DISTANCE TD NOr-,TH
BEARING (onCLlrYe~ U$e radi~l brg (PC to RP). or bypass to
OlSrANC~:: Cforc:t.ll'"vmu" 6'I111:',f:.'I" c~ negi:"lti Vf:1 (--)/'"'.::,(.11 \..11~) : .M~jO
KNOWN' Arc,Chard,Tan,EHt,Mid ard,DoltB ? (Ale/TIE/MIDI: D
DELTA/CENTRAI.. ?'NI31_r:: (,. if r.:c:w) : 63.4.916
Page
3
r::LEV
ELEV
MID (JRD
3~5903
CHORD E'RI3 L.Ei'IGTH F'T NOraH EA~n ELEV
SE ~,,7 54. ' 1~:;1I e.fl~'::: ~ S59S t ()(l3.. ~r.668 8~9. 4a:!.~7
DEL. TI-\ ARC RP NORTH EA~JT EL.EV
~;;. 49 '1611 5~~. 694.4 '~r"El. .\'159 C~09. 757:l
RADIAL.. F'C*Fer' RADIUS FeAD I F,L RF'..PT OEG OF' !':IJF'NE MID ORO
SW 2() 1. 1. 'c:)7" 50. 0(100 I,m (.311 (II) '2:~:1' 1 ,j 1\ ~~;5 . :5() It 7 . 35~.)3
TANGENT PC~F'l TAN LENGTH T'A~IGENT F'IM-PT EXTERNAl.
SF.: 69 Q.t3 I 5::r." 31.. J,3~;(l 61:: u' 5fy':3711 El. 90 1~;
'J
FRO~I r.;EF'iF~INI3/A~IGI.g DISTANCE TO NORTH EAST EL.EV
BEARING (an curve.U~. r.di~1 brg(PC to RPI. or byp~BU to exit) , NEB4.0023
DISTANCE (for curves, enter ~ neg8tlve (-l rndiuml I -25
=~---
90-()60 ~;ALI~ TEf<RACfi. F'LAT CHE:Cl< DISC 1211 10-10-9')
10-10-90
F'Clge
CHORD Hf,G U::I'lGTH PT NORTH EAST ELEV
NE 4-' 51 '41" 37~6'523 1030.9660 885.. 09.60
PELTA ARC F<!'" NORTH EAST ELEV
97 42'3611 42.6340 1 Of)5.. 9772 884.3472
RADl:P,I_ f"C<RP RAPIUS RI)I) 1 Al_ RF'''PT DEO OF CURVE MID Of,D
NE 84 0\)'23" 2-::'. 0000 NE .I 4.2'59" 229 10'5911 8. ':J50fJ
TA~IGENT pr;"p I TAN U::~IGTH TANGENT PI *\~'T E;(.rt~RN(',L
~lW 5 :"/9"$7" :28.6.\26 SE 88 17 '01" 12.9958
FF,OI'1 f.IEArn\'iC-l/A~ll3L,E: DISTAI'iCE TD ~IOF:TH If.AST ELEV
BEARING (on curves 1.<5" radi ",1 brg (PC t.o RP), or byp"S" to e:d t..) : SEB€.I. .\642
DISTANCE (for curves, .nter "n.gCltivR (-) r.diusl ,70.78
51:: 8816'42" 70.7800 1,)28.8:39=; 955.8114(1
F.<EARrl'H3 (<lr1 ':'Llrve... 1.1<'" rad!..l b...g (PC t<> f~F'), or byp"s!') to "'Hj.t) , :.-l"11.4:31<;
PISTANCE (for curve., enter " neg~tlve (-) ....diu.) -25
KNOWN Arc,Cho...d,T8n,Ext,Mid ord.Delta (A/e/T/E/M/D): P
DEI_TA CEN1T-IAI.- ANGLE (.- if cC::w) , 90
CHORD F.<RG
Sf, 4.:;' )6' 41"
t.ENGTH
r'T
NOFm.\
1 (it) 3 . (l9qel
E:P,ST
9FJO.. 06\ ~:i
:3~) . ',' :~~S3
EAST
95~). 1)9213
DELTA
tj'O ()(l'I)<)"
ARC
3r;J.. :;:~bt"Jl.:)
F1F'
NORTH
'tOO:;::. f..H,~{)S
rll t, 01',0
ra\JHAL Rp.~F'T DEL, OF CUF,VE
SE Be 16'4t" 229 10'5Q"
-;' . 322~::;
R,~D I AI. PC' F,po
SliJ 1 43' 191'
RAP1Ui5
~~5 . 000(1
TANGENT F"C"F'l
S(! E,S 16'41"
TAN LE:NGTH
:;~5. (IOOCI
TANr;ENT F'I<PT
SW 1 43'19"
EXTEF,NAL
:lO. 3;;;5::'~
FROM BE':ARl~IGN\NGL,E': PISTANCFZ TO NORTH t:.AST E:L.EV
I?EI\R:[N[; (on cur""" 1.Il;'" r"d;'i..l t,rg (F'C: t,o fW). 0'- byp"~'" to e.eI t) , SW:l.4,318
DISTANCE (for curve., enter " neg.tiv~ 1-) ....diu.),2.V
SW 1. ..::>'ta" :2.500<:11OC,,:,.6.:Il:<7 980.00',4
BEARING (on C::L,rve" ,.\"19 ro,d:l al brg (F'C t.o RF') , 0'" byp"r;$ to md U , SESS"lb42
D:lsrANCF., (fo," C:1.WVf.1S, ent,,,,,, a n"'9...~iV., .'-,) ,'.rJil.lf.) , 20
SE 88 16'4:2" 20.0000 <;99,9''199 999.9974
E<E?\R[NG (on C:1.,rve., w..,,) r...rJi 0\\1 I:,...g (f:'(: to FW1, 01- byl'''.'' t.o mll,t.,)
CLOSLlRE'
NE 8::536'Cle:." .0026 .\000. (lO(l,:' l(>(,Cl.O(l(l(l
F.:r.:r,rJn:: ..... t:I()CI2 -. oo:al.>
! PART IN 1,/:,,1,$5
~.."~'\"~"-"':~--'-
_.'~-"""'.'-'-~"""""''II''''''''''''''''~~
4
ELE'';
E\..;;.'';
90-060 .,:ALA TERRACE F'LAT CHECK DISC 1211 10-10-91)
10--10--90
PERIMETER
SO Fl"
Clrr.'FS ,/
..-.~/E"
(..""E QF SHIRTlNl:; F'OIIH ,
STARTING., ENDING C()~IMAN[lS FOR RE-E.XECIJTIDN , 33.57
;.: ~~~~,~';;)~~: ;,~~~~g~;~~2;:~g~~;:~;,:)~~; ~~~;~: ;~i~;;;;~~: ~~:; ~~~': i.~;;; =~~; g;
:~5 *38.5821;NW49.2442;16.52~NE22.3259:}46.23;:;
MAP CHECI(
~1{;XIi"iUM ALLOWAr.~LE i:LOe.Um;. ERFmr, : 0.01
N.E OF 5TAI',THIG POINT #c;O~,
FROM
BEAF< I Nj;11 ANGLE
DIBTANCE
TO
NOFaH
39.t h~::;. 1728
E~~ST
52~52:::..t . :l 7 :;:.8
P.,g",
5
'-; ~H...-l
,
'-'.I
ElEV
BACKSIGHT BEARING :
BEARING (on CLlrves 1.lse radial brg (PC 1:0 RP). or bypass to exit) : SE88.2303
OISTANCE(for C:LIl"ves~ .E,lf,tF.W a ne.:?gid;i.Yj:,) (...) ro.adj,us) : 362.41
SE 88 23' 03 II 3b:2. 4.1 ()O V 39:L f.:..1 2. 9~:':::;,6 525~"'i9::::,. 4~;:;97
BEARiNG (on curves tJ~9 radj,al brg (PC to RP)~ or bypn$~ to exit) : ffiW2S.5002
D.ISTANCE:,. (fO~' c~':"':':~7, enter .. ~;;'?~ti'Y (-) ,,~"~i~:''') .: lC'9;..~~,". . ..
. . ~W ,~8 ,.Ill l,l,h 1()9~'J..,(JtJ ~ ~/t,.,lJ.1869 '~h,.J~)4(J.7177
BEARING (on CllrveS u~e r~dtal brg (PC to RP), or bypass to exit) : SE3.415~
DISTANCE (":or CUI~V~S, entar' a neqBtlv~ (-) radil.ls) : -5(1
KNOWN: Ar~.Chard,T.n,Ext,Mld ard,D.lt.. ? (A/e/T/E/M/DI: D
DELTA/CENTRAL ANGLE (- if ccw) : -80.5149
P(~ CHOFm E<RI3 LENCiTH PI I~ORnl EP,ST Et.EV
6vl '''~5 ~j2' 13" 64. fl=i4:; ::;9't 47'2. 029;' 525494. 1.6>'77
DEL.TA ARC r~F' t.JOnn-1 t::A5T r: u': V
r:)o :5) '49" 7 (J . ~~6f.)13 :-!.Gi lil67.. 2911) 5~~~~5543 ."":1426
fll',DIAl_ F'C~.RF" F~APJUS JI F.' AD I liL r, F' <.p-[ Dr.t, OF CURVE MID ORD
8r.~ '.,' '11 ' ~):;.r. II 50.0(JO(1 N~J 1:14 :5:3' 4;111 1 :14 ~~;5 . ~;:':J II \ t. 9411
.-
TANGENT F'C"F'! TAN I..E:NGTH TANm::Wr F'I *PT EXTEF~NAL
S"J f36 lB'0711 4:;':"b01.:2 S;W ~5 2t,. J.1311 1~j.6"J76
EAST ELEV
~Hlt) , N~34.3342
FF~OM BEAFUNI3N\N~)Ll:;: DWTANCE TO I'IORTH
eEARING (on ~IJrv.~ Ltue radj~l brg (PC to RP). or bYP~sG tD
DISTANCE(4nrcLlrY~$, enter anag~tive (-) r~clius) : -25
KNOWN, Arc,ChDrd.T~n,EMt.Mld nrd,D.ltffi 7 CA/C/T/E/M/DI. 0
DELTA/CENTRAL ANGLE (- if ccw) , 86.J039
PC CHOrW 1:<1'11,) U!l~GTH Jr:'T NIJFnH ~~Ar:rr ELEV
SW 48 31, '3811 34.1565 :;et.1 ~.49" 409(1 :525468.5753
Ogl..TI~. Am; m~ ~IClF<TH I::AloT n.EV
~16 .t I)' 3911 ::r:;r ~ b<':I~~O 391474.399.\ 5~2~J469. .2802
,-
90",060 I<ALA TERRACt: PLAT CHECK DISC J.211 10."10-90
10-10-90
F'ADIAL. PC"RP
F,ADIUS
TAN L.ENGTH I
23. :_854
f'?'D r AI.. RP "PT [lEG OF CURVE
F'"ge
MID ORD
FROM EtEARH<G/ANr:Jl.E DISTANCe-:: TO NORTH EAST ELEV
BEARING <on curves LIse radial brg (PC to RP)~ or bypass to exit) : NW88.23(13
DrSTPINC(7: (fa'''' cur-vew" ente~r ~ negc:atiy-e.\ (--) radil.IS;) : 225..01 .
NW 8t3 23'(I~:'" 225.0100./ ::':.\91455.. 753fJ 525243.b548
BEARING Con curves 1.I$e radi~l brg <PC to RP).. or bYP~S5 to e:4it) : NE1.3657
DISTANCE (for curves, enter a negative (-) radius) : -90
KNOWN, Arc,Chard,T8n,EHt,Mid ard,D~lt. ? (A/e/T/E/M/DI, D
DELTA/CENTRAL A~mLE (- if ccw) , 38.5821
TANGENT PC..p I
SW 526'18"
TANGEI'IT PI,.PT EXTEf<NAL
I\UoJ 88 23'03" 9.2327
PC CHClRD E,r,G I_ENGTH PT NORTH EAST ELEV
NW 68 53'5311 60.0445 391477.3717 525187.6368
DELTA Af,C IF' NORTH EAST EU"V
3El 58 '2.1" 61.2179 ;:8 J 54~. 71sn 52~5246 ~ 1926
R~m:rAI.. F'c..m' f,AD HJ!3 r~?rO r 1\1.. RP.PT DEG OF CUI~VE IvfID (mD
NE l 36 '571' 90.00I)t) Sl~ 40 :'::5' IF.\1I 63 3<;>'43" 5. 15~1
TMIGIF.NT F'C.,.Pl TI\N U:;I'IGTH TAI'ml:;~rr P J ..P'T EXTf.F,N?\'_
NW 88 2~!. '(l3'1 .31.8464 l~vJ 41.jl ~~4' 4211 5. 4683
FRCll1 E'F.:AW[~!(;I('\N()L.i:: OWTf.\NCr:, TO ~HJRTH 1!(.\8T r::U,V
B~ARING (on CLlrves lA~e r~rlia] brQ (PC to RP) ~ or hypns5 to exit) :r~W4q.244?
DIS'T'AI\lCE (for C:LW.O:"..f?:;,. ent.el'. u1 r'l€H;JA':\~':i/vm (....) ,...~dj LIS} :: :t6. ~!:?
NW 49 24'421' lb. 52CI()V 391488.1199 52517S.0Q14
L":{F.:'.'F~rNG (Qrl C:Llr"V(HiI lH'lC-? t"r.\di.i.d bl"'I~ (PC; to I:;:P) ~ 01'- bypmmfi to (to}" t) : r~E,2~~..3:259
DISTANCE. (f,nrr;urves, f?nt.er ~. negat.:i)le:' (-) riTiIcl.il.tC;) = 146.2:::~
.. NE 22 32'S91'146.2300~ 391623.17(12 525231.1604
BEARING (on CLlrVe~ use r~di~l hrg (PC to RP). or bYPASS to eMit) :
r.:L.fJl.LJRE, E"--:~'.
NE 64 17'.'24" .CIO~.lU 39:1623.1728 52523.1.1738
6~ROR: -.0026 -.0054
I FA""r I ~11 71670
SGI FT
56'~.(1'7.. 7027
ACRES ~~ . )
I . 2q7M 7 L 'ZAa:T" IIg
~ F'EF<IMlHEF<
~ 1i3ftt!r ''r'' 1 0:213. F.~El';?'l
N,E OF STARTING F'Or~r
36 O;1;6;O.Ol;1000,1000;;NE1.36~7;80;NW88.2303=2Cl=SW1.~6~7;4.94=
~7 *NW8a..23CI3;-25;D;84.3033;1~W86.07:$O;34.87;NW3.m230;--25; D; 83. 023(1;
38~SEl ~): ;~:: 6':,61,; S,.:~1~9: 1 01 -2:W~~; ~~;.;?~:~~SW~. M5, '1; ~,3;,..~b; S~~~:,2~':':; '-25; D;
39 .w 84. .;SI.I,.~._" Nt.86. )7...\()~ 47.41, S(,....... ..J.4.._.l,1 ~ ,ot;,~:l' 0,94. +9/.'.'1 ;,:lE.8f:l. ..,.31.1",; ...1,1 ~ : ~
NAP' CHECI'.
MAXIMUM ALLOWABLE CLDSURE E~ROR I 0,01
6
90-060 KALA TERRACE PLAT CHECK DISC 1211 10-10-90
10-10-90
Page
7
N,E OF STARTING POINT
1 000 ~ 10(1(1
FROM
BEAF' I NGI ANGL E
DISTANCE
TO
NORTH
1000. I)O(lO
EAST
1000..0000
E:IACKS I GHT BEAR ING ,
BEARING (on CLlrves LIse radial brq (PC to RP), or byp~ss to exit) : NE1.3657
DISTANCE (.For CLlrvem, enter' a negative (-) radius) : 80
NE 136'57" 80.0Cu)() .1C>7Q..9682 1002.2558
[~EARING (on C:Lll'.VE"rs use radial br"g (PC to F.:F').. <)r byp~'::.s to sNi.t) : NW88.2303
DISTANCE (for CLlrves~ enter a negative (-) radiLls) : 20
NW 88 23'03'1 20.001:1(' 1(180.5322 982.2638
BEARING (on CLlrves' llse radi~) brg (PC to RP), or bypass to e~it) : SW1.3657
DISTANCE (,for' cwrves1 el,ter a negative (-) radius) : 4.94
SW 1 36'57" 4.9400 lC175.5942 982.1245
BEAR'ING. (on curves use rffidial brg' (PC 'to RP), ~r bypass to ewit) : NW8a~2303
DISTANCE (for cLlrvos, enter a negative(-) rsdiLls) : -25
KNOWN, Arc,Chord.Tan,E~t,Mld ord.Oelt. ? (A/C/T/E/M/D), D
DELTA/CENTRAL ANGLE (- If ccw) , 84.3033
CHrJF,p !'FeG)
SvJ LJ 3 52'.t:::. n
LEN 13TH
F'T
NOFiTH
1 n~d ~ .3~i63
EAST
958.8239
33.6213
DI3:LTA
84 30' ~5::::"
?\RC
36.8741
f,P
rW"TH
1 ()76 ,.299.1
EMlT
957..1344
RI~D :l1~L. PC ~"F'
N1IJ 88 .2::;' 03 II
F(Al)J1..I,~
.25. (H) (H)
FIAT) T AL np.'PT .OEI:I Of" ClmVc;
SE 3 ~_2' 30.1 229 1 c) '59 II
I'HO I:J"O
6.49;59
TANC3EI'.JT I'C"P 1
SW 1 36' 57.1
TI-\N U;r,IGTH
22~7121
TAr'II:;I:,~IT F''l>r'T
SW Bb 07 I :';C,..
E.~'n::F<i'j(.\L.
8.7763
FRt:li'1 !'f,AR1 Nmll',NOLE DISTANCE Tt:l I\IOF<TH
DEARING (on curves Lise r~dial brg (PC to RP), or bypa~& to
DISTANCe (forcurvesf ent~r a nega'tjv~ (-) r~/1iuffi) : 54.87
SW 8607'3(111 54.8700 .1.047.648:~
BEARING (~n curves use radial brg (PC to RPI. or bypass to
DISTANCE <-For CL.lrVF.\IS, F.Hiter.;'\ neg.rttivE.1 (-.) r~r.:ljL.l$) : -2~.1
~~CWN, Arc,Chord,T.n,EMt,Mld ord,Delt~ ? lA/C/T/E/M/D), D
DELTA/CENTF'<AL, ANGLE (- if ccw) .83.0230
EAST ELEV
"Hit) . SWEl6.07c:.O
90'1. 0793
"'" it) : NW;J:. :;12";0
PC:: CHDRl> I"Rc; l.ENGTH F/.r I~ClFHH EAS'r
Nl~ ::52 .'21' 1511 ~\~;. i 446 tOb7.89':2.2 877. 83~cT.
l>loL.,H" AFlC rlF' Nr.JfnH EAST
83 (12 ' ~;() H 36..2338 .1(172.59.10 90.'2Q3898
~:AJ)U\L. PCH'rlF' FlAIl lLIS Fl(.\!) I AI.. r,J"or"1' I)Er:J or:' ':;LJrlVr~
I~l~ ::.~ 5.'2'3()" 25. ('(Ii':,l:' Sl~ 79 .1. (I' (lO" 229 .to'59"
"n'~"CO:""'''''''''_''''''.,'''r,:''"/:'\~':!"''.'.''-'''
90'-060 KAI_A TERFIACE PLAT CHECK DISC 121.1 10-1.0'-9(,
1('-10-90
Page
l'A~IGENT F'C..P T
TAN Lf'"Nr-nH
T ANGr:::f'rr F' r .4-PT
f..:'tTr:.-RNC\!
FROM BEAr-nNG/ANGLE DTSTAI~CE TO NORTH
BEARING (on curve5 LAse r~dial brg (PC to RP)~ or bypass to
DISTA~ICE (for curves, enter a negative (-) radius) : 6.66
SE 10 50'(1)11 6~6600 1061w3509
BEARING (on curv~s Lise radial brg (PC to RP) ~ Dr bypass to
DISTANCE, (for cLlrves, enter ~ ne9~tjYe (-) radius) : -230
KNOWN: Arc,Chard,Tan,Eut,Mid ord,Delt. ? lA/C/T/E/M/DI: D
DELTA/CENTF:AL ANGl.E (-. if C:CW) 12.2657
EAST
e}:it) : SEIO.50
879.0871
e:d t.) : SW79.10
PC CHOF(D BF\'E\ 1..EN(HH PT NORTH (,AST
SE 4 36'32" 49. 87~~9 101.1 .6363 883.0947
I).,L TA ~mc RP NOI~TH EAST
12 2b'5711 49.9742 1018.1218 653. 186.1
RADUl!. PC*FIP RADHJS FII\OIAL R~~~*PT 01:;(3 OF CURVr:: MID ORD
Sl~ 79 10'00" 230.00(:(1 5E ~lE' 23' 0.311 24 54..40" 1.:',560
TANI3E:NT PC"PT H\N I..ENGTH TANGENT Pl":'" I;,XTEl'<i\Jr.,L.
SE 10 51) '0011 2~i. 1)858 SW 1 36'57" 1.3640
FROt" BEAR TNI3/ANf:il..E OI FHANCE TO NORTH EAST I~LEV'
BEARING (on CLlrves 1.1&8 radial brg (PC to RP), or byp~ss to euit) ; SW1.36~7
DISTANCE (far ClJrVe$, an'ter ~ negative (-) r~diu~) 13.16
SW j 3t:,'5711 1~;...160c) tf98.4815 88.2.7.236
BEARING (on CLlr"VffiS tJ5~ r~dial brg (PC to RP), or bYP~S:i to ~xit) : SE88.2303
DISTANCE (,for cLlrves, enter a neg~tiv~ (-) r~diL,IS) : -25
KNOWN: Arc1Chord~T'~n~Ext,Mid ordtDnJ,t~ 7 (A/C/T/E/~IJD), D
DEL TAl CENTRAL ANGLE (- if cc..il , 84. .3(>3:3
PC
CHor~D r<r.(G
NE 43 52'1411
LEI~rHH
r'T
NoraH
1 (l.22. ., j 94
F.AST
9()6. (1242
EI..EV
33.621:::;
DELTA
ARC
31>.8741
RP
NIJRTH
997.7766
EAST
907.7..137
EL,EV
84 ::;0' 3311
''<AI)! ~\l.. F'C.'rlF'
SE! 88 23' (1311
FIAD IUS
.'25.0(100
RAD.r AI.. Rp.'f"T
NW ::, 52' 30 II
DEO CJr.7 CUr~VE
229 jO'59H
MID OHI)
1-:lo4l'75c:.'
l'ANG::NT F'C;"F'I
NE 1 36 '57"
,.AN L_~:I'IC.JTH
2~~. 71.'2.1
H\NGENT r-> I'F'T
NE 81.:0 07' 3011
e; X'T'ERNAI..
8.7763
FROM B~ARIN(3/ANGLE
BEARING (on curves us~
OISTANCE (for curvmG,
NE 86 07 '0\(1"
DISTANCE TO NORTH
r~d1~1 brg (PC to RPI, or byp~aa to
~ntmr .~ n~g~tiv~ (-) rMdlum) : 47.41
47.4100 1023.9234
EAS'I' EI..r::V
,." it:) : NE86. 073(1
953.3258
".>:,~I'j-f.:'c'..i'r".\'..,:,..'.;'\i.' ~~Jl<~.__' ./J~~'__""~",,,,,,,,,,,,
-
90-(160 ~.:ALA TERRACE PLAT CHECr': 0 I SC 1211 10-10-90
10-10-90
P~ae
9
8EflR!!\IEr (on .'r.l.Irvps I'~l? r~ri;.::.1 hr-:'1 a;'r tr. r-;',.-:'). ("\,.- "\Jn~e;:<,,: <!-,-., f?"; t- ~
I:;r:~. :-;';",'-:~n
KNOWN: Arc,Chord,Tan,Ext,Mid ord,Delt. ? (A/e/T/E/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : 94.4943
PC
CHORD t~Fm
SE 46 27'3911
LENGTH
36.8.1:53
PT
NClF(TH
1 (1l)(1 ~ 5645
EAST
980.0118
ELEV
DELH.
94 49'43"
('\I~C:
41.3768
fi:P
NOfnH
1000_9806
EAST
EI_EV
955.. 01::,3
RAD I AL. PC*RP
BE ::::. 5.2'30"
F~nDIUS
25.. (l(lOCl
F<I"DIAL fi:P*PT DEB OF CURVE
SF 890:",'4711 22910'5911
MID DF<D
8.0827
TA~IGENT PC".P I
Nt:: 86 (17' 30"
TA~~ I..ENCHH
.27.2009
TANGENT I"I..PT
SI.lJ 0 57'1311
EXTERNAL
11.9444
FROM BEARINGIANGLE DISTANCE TO NORT~
BEARING (on curves use radial brg (PC to RP), or bypass
DISTANCE (for curves, enter a neg~tiv~ (-) radius) : 20
SE 88 23'03" 2C)..OOOO tOOO.(I005
SEARING (on curvms LIS8 r~di~l l,rg (I~C to RP). or bypasm
CLOSLJfi:E:
SW 82 30' 15"
EAST ELEV
to exit) : SE88~2303
1 (lOCI. 0038
to e>: i 't.) :
. (J(J38
Er,~:Cm :
10(1).0000
. (H"HX=::
1 (I00..f)()(J1)
..Of):'":!oe
1 pt.,Fa IN ll698'~
L.or"# I
N,E OF STARTINGMJINl :
40 O;1;6;O.01;1000.JOO(I;;NE79.10;86.55;SEjO.50;~25;D;90;SE10.50;4Q.5;
41 *SW79.10;-'25;f);90;SW7(~. J(I;51.62~N~I(I~51);~~~;I);93.()7IJ5~NW7.425511.47;
42 *SW82.1705;10.'06;NWI0.50;71.13;;;
1'lAP CHECr(
MAXIMUM ALLOWABLE CLOSURE ERROR: O.OJ
N,EDF STARTING POINT 1000,1000
F'EFU METF::R
44~~. 37 t:.6
SD FT
4::~~)4.. <.Jr)',~}6
ACRES~ )
. 10451.lE\ I ~I>C:T" ";=""
FROM
E'EAR I NG/ANt'lLE
DISTANCE
TO
NORTH
.\ (JOO. 0000
E~ST
1000.0000
ELEV
E',~C.(S I r:JfH BEAR:C NG I
BF.ARINra (on c.::c'rvE'O; l.fSE' r..di ",.1 b""J (~'C to r,F') , 0... byp""'" t,> ",,,Ii:;) : NE79. lO
OISTAI'JC:E (for ,C:l.U"'VP.lil, ente," 1.:, neg..=.d:ivt.jl ,-) r<<ldil.hl) : r.jf.).. 5~5
NE 79 j O' (,)1)" 86.5500 I :J 016. 2673 10135. (l(f75
r.'EARIN,) (on r.:..,....v..,. w.., r.,dl.h'J. bl'"9 (F'e: "'C', FIF') , P'" byp,""ll t.P .,wlt.) , 5"'10,50
DISTANCE Cforcurves, ente~ ~ neg~tjve (-.) r~diLts) : -25
KNOWN:Ar~fChord.T.n,EMt,Mld ord,Delt. ? (A/C/T/E/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : 90
PC
CHrJrm Elf(G
l_ENmTH
PT
NORTH
EAST
.. ...
-
.... -
90-060 i<ALA TERr~ACE PLAT CHECK DISC 1211 10-'10-9(1
1(>-10-90
P"9E?
10
SE 55 50'00"
35. ~:~5~~::;
996.4117
1114.2608
/ ... <:OPE;'::::;
e~~,(:~~
RADIAL F'C-.RF'
Sf:: 10 50 '0011
NORTH EAST
991.7128 1089.7063
ELEV
RADIAL RF'*F'T DEB OF CURVE
I\JE 79 1,0'00" 229 10'5911
MID DRD
7.3223
TANGENT PC*F'I
NE 79 !O'OOIl
TAN LENGTH
2:::j" 00(1(1
TANGENT F' H'PT
BE 1 0 ~iO' 00 II
EX rERI~AL
1(1~ 355::::;
BEARING/ANGLE DISTANCE TO NORTH EAST 8.EV
BEARING (onCIJrVeS U$e radial brg (PC tD RP). Or bypass to ~xit) : SEIO.50
DISTANCE (tor Ct.lrves, entE.\r a n199c\t.:Je (-) radius) : 49~5
SE 1050'00" tl,r-1.50t)(J 947.7939 1123..5645
BEARING (on curves use r~di~l brg (PC to RPI, or byp.ss to exit) : SW79.10
DISTANCE (for Cl.lrVP-S, entf!'j'"' r.'t negt;,tivP- (.-) rad:LI.IS) :; -2~j
KNOWN: Arc,Chord,Tan,Ext,Mid ord,Delta ? (A/C/T/E/M/DI: D
DELTA/CENTRAL ANGI..E 1- if ccwl , 90
CHDRDBRG
SW 34:1 (I . (Ie) II
L.ENGTH
F'T
NORTH
91. 8.. ~3L~c)6
EAST
1103. }(lfJ'l
ELEV
:::e5. ,;:'55:;';
DEL TI',
9(1 (lr)' 0(111
ARC
.~:9. 2699
RI"
NOfHH
94~:. 095l
EAST
109'7.0100
ELEV
RADIAL F'C_F~P
SW 79 1(1'(11:)11
r~Af)ll.IS j
:~:~j. OOO()
RADIAl. RP-PT
~:a:: 1 (I 5(1' 0(>11
DEG OF CURVE
229 10' ~.)9"
~IT D ORD
7.3;!23
TANGENT ["C--PI
l:~i:: .\ f) ~.5C) I ()(J II
Tf\N LENlnH
25. (.OOl)
TI',Nf,f,:NT F' I '.Pl
SW '79 10'00"
EXTEnNAL
.10. 35~)3
BEARING/ANGLE DISTANCE TO NORTH EAST ELEV
BEARING (on curV~ffi U$~ r~di~l brg <F'C to RP). or t~ypas$ -to exit) : 5W79.1CI
DISTANCE (forcurvG$. enter ~ negs'tivA (-) r~djLls) : 51.62
SW 79 1 () . 00 II r:i ,t . 62(1() j 908.. 8:~;85 1 (I~~:~:... O(,lSl9
BEARING (on curves use r~di~l hr; (PC to RP), Dr bypass to exit) : NW10.50
DISTANCE (forcLlrve~5, ~nter n nrnq~tl,vffi (-) radius) : -25
I<NOWN: Arc,Chord,T..n,EHt,~licl orcl,D.,l1:<1 ? (A/C/T/E/M/DI: 0
DELTA/CENTRAL ANGLE (- jf c=w) , 93.0}05
CHOF~D BFm I_ENGTH F'T Nr.IRTH EAST EL.F.v
NW 51'" 16'27" 36.::;04.'2 930.. (1:;:.t,7 1 O;~3. ~364
DELTA ARC F~P NOFnH EAST EI_EV
93 07 'Oejl' 40" t:l304 J 93::;.. 3C?3Cl lO48.:1nO:l
RADIA1_ F'C..RF' fi:ADIIJS FIAD'[AL FO"'F'T DEB OF CLJfWE ~IID ORD
I~W 10 ~5(,J'OO" 2e:i.. CIOOO SW 8" 17 '1:.5" 229 10 'F.j19" 7.80913
..
90-060 f<ALA TERRACE PLAT CHECf( DISC 1211 10-10-90
10-.10-90
Paqe
Sl,lJ 79 10'00"
26.398"';
Nt-J
7 42'55"
11..3580
FROM BEARING/ANGLE DISTANCE TO NORTH EAST El.EV
BEARING (on curves use radial brg (PC to RP), or bypass to eHit) : NW7..4255
DISTANCE (for-. CU~':';::~,entE.\,,- F-l n~~at.rve (-) rad~Lis)~: 1.. 47 ,.,.... __,
Nt-I 7 4" .J,.J j . 4, 00 9..,,1 . 4 .~..,.4 104.'." ~<>91
BE{~kING (on C:llrVt~S I.lse radial brg (PC to RP) 1 Of'" bypass to l:Ol:-:it) : Sf.iJ8;~. 1705
DISTANCE (,for ~urves~ enter ~ negat~vn C'-) r"adius) 10..06
SW 8217'(1511 .1(1.0601) v 930..1428 1013.3702
BEARING (on curves use radi~l brg (PC to RP), or bypass to exit) : NWI0..50
DISTANCE (for CLlrVE?S, ent~r a neg~tive (-) r~dius) : 71.13
NI;J 1 (I 50' 00 II . '7 1.. 1.30(1 .) 10(11). 0(151 .1 000.. 001 .t
BEARING (on curves usv r.dial brg (PC to RP), or bypass to eHit) :
CLOSURE,
SW 1:2 10' j 7 II . (11)5.2 .j .1 C>(ll)~ (toelcl 1 (JO(I.. 0000
ERROR: ~on51 .0011
IN 746~l~;
PEf, IMETEF<
::::'81.7 ~ 5053
se, FT
t (14J 7. 49~!13
ACRES ~_~I \
.239153 LLD....,.,... )
t..cr:#=z.
N,E OF STA~rI~3 POINT:
43 O~1;6;O.Ol;1000,jOOC);;NE83..3106;102..5;NW7.4255;40.55;NE82.17()5~9~94~
44 *NWI0.50;71.13;5W79. t(I~78;9E10.5(1=-J(I~D;-87..()2(:16;!3Wa2.0754~-1130;D;
45 *3..4835;;;' ' ., , . ., ,
~IAf" C;1.jl::CI':
MAX I MUM ALl.DWABLE cLoroum:: ErWmR : (>. <) 1
N,E OF STARTING F>>O:[~IT ll:I()O,lO(IO
FROM
.'EARI Ni3/ANGI..E
.PI ~1TA~ICE
TD
Nor,TH
1 (I(lC,.. (Il)(l(l
EAST
:100(1.0000
E<I.\CIC,i,IOHT l~r:,ArW~m :
BEARING (on CUrve~ LIse r~dj~,l brg (reto RP), or bypass to exit) ': NE83.3106
DISTANCE (f6r curves, 9nt~r a neg~tiv~ (-.) radiLls) : 102.5
NE a::~ 31 'Ob" -' jO.'2.5I.:,OO 10.11. ~7C)7 111)1.. 8448
BEARING (6nCIJrVem us~ r.~di~l brg (PC tD RP), or bypaws to exit) : NW7.4.235
DISTANCE (for curves, enter ~ negative (-) r~djLla) : 40.55
I'JW 7 42' ::;~~ II V 40. ~5(JO _1 ()~51 . '7::';3~J 1096. 4009
BEAF'ING (em C:L\rV"," u..., r"dl "I brg (F'C to RF') , or oyp".... t.o "Hit) : NEEl2.1705
DIGTANCB (for ~w-vn$, enter " neg~t!ve (-) r.dius) , 9.94
NE 8217'0,," V' 9.9400 .10:;'~,.0880 .11 Ci.!.,.:2509
B~ARING (on curveS use r"di~1 brg (F~ to RPI,or byp."s to ~H.1t) , NWI0.50
DISTANCE (for c:urves, enter <1 neg<1tlve (-I r"dlus) : 71.J3
NW 1(:1 SO'OO" JC'""' 7.1. t.~:(lO j,',;.:~~?.r")~O~~ 109~~.f3B1a
BEARING (on ~urveS use r"d!<ll brg (PC to RPI, ar byp"ss to eHit) : SW79.10
DISTAI-.JCfZ(.r-ol'" r:l.II'"Vlf~!>>, F.1n:t6.H"' iA nc;:.glil1:i.vG' (-,) r~:H:tJ.I.ln) ~ "7e
SW 79 10:1' OCi" V 78. 1;":1(10 .1 .1 (18. 29(>(1 .10 .ll,. 271 9
BEARING (on ~urvem use r.di~1 br; (PC to RPI, Dr byp.OB to eHlt) , SEI0.50
t 1
F.LEV
-
-
',:- '~'.::;.-. J 1'; -;..~.' ..... 'I'; .. ~"'J -.,,:. i-~:,-:.
.,.;."\",,,,
90-060 KALA TERRACE PLAT CHEC~: DISC 1211 10-10-90
10-10-90
P.~ge
12
DISTANCE (-for c:urv~e;.. enTPr' a n~n,;ltivc (-') r~rliu~..) ..~()
PC
CHORD 8RG
SW 35 38'57"
DELTA/CENTRAL ANGLE (- if ccw) : -87.0206
DE:L TA
87 02'0611
RAD I AI.. P(;'..PF'
SE 10 50'00"
TANr:,ENT PC...p I
SW 79 10'l)()1I
LENGTH F'T NORTH EAST ELEV
41.3146 1074.7177 992.1929
ARC RFJ NORTH EI'lST ELEV
4=;.~;714 1078.8247 .1021.9105
r-~AO IUS R{-\DI AL. F(P.'PT DEG rJF CURV~: MID ORD
30. 0(1(>0 ~. SW 82 07'5411 190 5<;"09'1 8;..2453
'rl~N LENGTH
28.4864
TANGENT P:r*F'T
SE 7 52'0611
EXTERNAL
11.3699
BEAFlII'I()/ANG1"E DTSTA~jCE: TO NORTH EAST EI"EV
BEARING (on curves use r~dia) br'Q (PC to RP)~ or byp~ss to exit) : SW82.0754
DXr:rrf.,\NCe: Ci:or cl.II"'ve!i1, er'ltF.c'r i:\ rJI-::'9,:rt:;lv€~ (.-) radiu:,) : --1131)
KNOWN: Arc,Chord,T.n,EMt,Mld ord,Delt. ? IA/C/T/E/M/V): D
DE1"TA/CENTFIAL" ANOI..I;: (- iF CI."rJ) : 3. 4~1::;5
I.dr:#: ::.
N,E OF STARTING POINT :
46 O;1;6~O.Ol;1000.1000~;NE89~3348;120.03;NW4~3924;69.32;SW82.1705plO.07~
47 .NW7~425S;39.451Swa3.3106;102r5~mW85.5629;..113~I;D;4.5248;;;
MAF' CHECf<
MAXIMUM ALLOWABLE CLOSURE ERRC~ I O.Ol
N,E OF STARTING POINT, 1000,1000
PC
CHORe' BRG
SEr 5 ::-;7' 49"
DELTA
'.' 4F.3' :3~;;"
RAO !P,L. PC;'.flP
S;t,.J 82 .0'/' 5411
'rANGENT PC*F'I
SE 7 52' Cl~)lt
FROM BEAR:rNG/ANGLE
BEARING (011 curveG usa
CLOSURE,
M~ SO 2b'25"
1 PART IN 141732
L.ENGTH
F'T
NORTH
tOOl). (H)19
EAST
99'7.9977
ELEV
7::..). "l 22:~~
ARC
7~;. 1 :36.'2
RF'
NORTH
9.'2(1..(124(1
E:AST
-12~'..l68~
EL.E'~j
RAO.rUi') ~
11.;;'(1. c)()('lO
RFlVTAI" Rp.'PT DE:G OF CURVE
Nf: Bf.:i 56'29" 504'14"
TP,N L.ENGTH
3'7.5~)19
TANGENT PI.PT EXTERNAL
::)I~~ 4 0:1:' 3111 . ~)24e
DISTANCE TO NORTH
r~di~l b~g (Pl~ to R~~l. or byp~sn
. f)030 . ~# 1000. 00(11)
",Rr:.:OR: 01'(./ .00:19
EP,ST
to ~:f'>:~t) II
10<:'0.(":'00
-"I:H)23
PERIMETER
42:?.830~
81;) FT
1 .1 :~1 ~=;r r:J324
ACFIES /L__" )
. 2eJ7'H.l (.L.DT-t+Z.
---
~H
:"_~..._..' ":."I','~ \ .~:: ~ ,...,', '~.
c"'. ~.~j~.c
':"'{;;..i( :<~t
-..--
9C>-C>60 f(~ILA TEF<RACE PLAT CHECI( DISC 1211 10-10-90
10--10.-90
P"ge
13
BAD(SIGHT BEARING :
BEARING (on c:urves Use r"dia] brg (PC to "'P), or bypass to exit) : NE89.3::',48
DISTANCE (-f:ol'" Cl.lI"'Vf~S., ant?-J'! 1'"lf.'9c=l:t,ive ("")rad,il.ls) : 120..(1.3
NC: 89 :;3'48" V 120.030(1 1000.9148 1120.0265
.BEAM:ING (01"'1 CI.1Y""ves Lllt>f? r~dir.ll tJ1'~~_J (PC to RF') ~ 01"" byp.as!5 to p->:il:} : NW4.:!.<<?24
DISTANCE (for cLlrvea, enter a n9g~tive (-) radiLIS) : 69.32
NW 4- 39'24" V'. t8.320l:' l070.lX>60 11.14.~;988
BEAF"iING (011 <:L1rves LIse r"dia] brg (PC to RI"), or bypass to exitl : SW82.1705
DISTANCECfor curves, enter n n~qative (-) r~dius' 10.07
Sl.aJ 8.2 17'05" v"~ 10.0700 1068.6541 1 104. 42l,)(1
BEARING Con curves use radial brq (PC to RP>, or bypass to ewit) : NW7~4255
DISTANCE (for curves, enter a neg~tive (-) r~dius) : 39.45
NI~ 7 4-Z'5e'i" v. ;r.9.450l) 1;[07.7470 1099.1238
F.!EARING (on CL.lrVes L.lse ri:\dial brg (PC to RF'), or bypass to endt) : SWB3.. 3j Of:,
DIS'rANeE (for' Cl.lrVI::"'S:i'l'en'ter a nQlq~tivp. (-) radiL.!s) : 1C).2.5
S~IJ 8331'0611 V 10.2.5000 .1096.1"763 997.'279()
BEARING (DncurveH l.lse r~dja] brg (PC to R~),or byp~s" tD exit) : SW85.5629
DISTP"'ICE (for C:Llrves, .",ter " n"g,:.tiYi? (-) radil,ls) : -1130
KNOWN, Arc,Chard,Tan,EMt,Mid ord.Delta 7 (A/C/T/E/M/D), D
DEL1.A/CENTF'i'AL ANGL.E (- i.f c:c:",) : 1~.:;;24E<
.1 000. (lOt)!)
1000.0000
GHCH<D E1Fi:G
SE ,1:::7 '07"
l..I"NEHH
96..2.1.53
F'T
N()r~TH
Q9r".f.9993
r::MlT
999.99,.7
DEl.T!',
4 ~.2'4811
N~I=
9~~). .2444
F,P
~/ORTH
tr):J.~. .1984
EAST
-~.129. Sn7Z
F(ADII"I_ F'r.;'*F<P
StlJ 8~3 56' 29lf
f~ADrIJS
11 :'2~(l. OCH)O
v
Fill,!) J. (.\1.. HF'.*F:'T
SF.: 89 10'i~~:."
DE[-) OF CURVE
5 (l4' 14"
,1. -)245
'fANL'lENT PCNp I
SF.: 4 E'3' 31 "
TAN U,:N(.J fH
48.15J3
'r?\NC3E,NT F'I '.;'T
SW 0 49'.t 7"
r;,xrERNAI_
l . 1)2~~4
FROM BEARING/ANGLE
E<EARJNG (on C:'_lrves Lise
CLOSLIRE:
NE 7:3 (11' 26"
1 PAFiT IN 129"124
IHSTANCE TO NORTH
radial brg (PC ~o RPI, or bypass
. (11)34 ,J.f) I O(lCI. 00(10
/;,Fai:Oro (J \L.' -. 0(>(17
EAST
to "Hi t) :
El.EV
.IC'CIE>.OO(lO
.....0033
Lar*4
N,E OF STA~rING POINT :
48 0;1;6;0.0111000,JO(lOIINE89.33481119.62;NE1.365714.05;NW88.2303;-200;D;
49 *-IZ.2657;NWIO.50;44.95;BW79.10;-2~'D;_~0;SW79. 10,~5.71;SEIO.50;-25;D;
50 'N'-86. :32~:5; SE7. 4255; ~~. 42,; SW8:? 1705; 9.93; SE4. 39.'24; (')9. 32; ~ ;
F'ERIMETEFi
4,;~7. 6178
so F'r
1.1/~91. 47:21,
ACRES /,~:#" )
. 2f.,3808 (.<.&>, ;:s.
9(1.-(160 I<ALA TEf,f,!\CE PI_AT CHECI< DISC 12>1 10--.J('.-90
10-1 (1--90
F'~qe
MAP CHECf<
N,E OF STARTING POINf
100t).,1000
FROM
BEAR I NGN\NGLE
DISTANCE
TO
NORTH
:l 000" ()()/)f1
EAST
1000.00(10
BACKSIGHTBEARING :
BEARING (or> c:c,rves use rani ,,1 brg (PC to RP>, or byp..sS to ex it) : NE89. 3348
DISTANCE (for CIJrVes, enter ~ neaative (-) radius) : 119.62
NE 89 33'48" V 119.62(10 100.).<1116 1.119.6165
BEARING (or> c:urves use radial brg (PC to RPI, or byp"SS to exit> , NE1.3657
DISTANCE (for CU"Vf?~, ent~ a neg.ative (-) radius) :, 4.1)5
l\lr:: 13b'5711, V 4.0500 1004.96(1(1 11..19..7307
BEARING (or> c.,rv",s LIS!? radi..l brq (F'C to RP), or bypClsS to ex it) : NW8Fl.2303
DISTANCE (for curV~5t enter a negative (-) radius) : -2(10
KNOWN: Arc:,Chord,Tan,EMt,Mid ord,Delta ? (A/C/T/E/M/D): D
DEI..TA/CENTRAL ANGI..E c.- H c:c,w) , ."12.2b~;7
CHORD EiHG LENGTH F'T NCr-.:TH EAST ELEV
I~~l 4 ~:[.b'::; 1 .. 4:".3704 l04.tJ. l 1:)1) 1 11 'l6.2A58
DELTA ARC RF' Nor,TH EAST ELE~'
1 ~~ 26'57" 4:;;. 4.:5~;8 1 010. ~.)~q6 911:'/. alP~2
RAf'IAL F'C.'.F<P nADIUS v' RAD1AI_ RP<F'T DES OF CURVe: MH' Of,C-
I~W 138 ,~.::. 03" 2(1). (I(J()O M, 79 t(\ . (It)" 2(') :;:'(-3' ~5211 1.179.\
TANGENT PC*/"! TAN l.,EI~GTH TANGENT F'I*F'T EXTERNAL
NE 1 3f.:.' ~=';'711 2 I. . ~, I.:q, NW to 5(~' 00'1 ,l. :lSfol
FROM BEARING/ANGLE DISTANCE TO NORTH EAST
BEARING (on curves use r~dl..l brg (F~ to RP', or bypBaS to exit) I NW10.50
DISTANCE (for curve., enter _ negBtivp (-~ rmdlus) · 44.95
NW ),0 50' 00" 44.. 9500 V I, ')92.3.,,;90 I. 10'7.79.7,..
BEARING Con clIrves user.di.l brg (PC to RPI, or byp... to exIt) , SW79.10
DISTANCECfor curv~5, enter .~ ,'eg~tive (--) r~dius) : ~25
J<NOWN:A,..,::,Chor-d,T.n,Ext,Mid orc1,Delt", ? (A/C/T/iUM/D): D
DEI.T?\/CENTRAL ANSI.,I:: (- If ""./l : ..,90
F'C CHI1R,D E.RI3 LRNGTH PT NORTH EAST <,LEV
NW 55 50't:,(I" 7',;!',5. :~'-:J575 II. .l:1.1941.> 1(,71:3.5440
DEl,.-rA AF(C / ~IORTH EAST ELEV
90 00 'CIon ::;9. 2699 lC>(~7. ('4,02 1 (JIB3. ~'242a
RADIAL F'C.'RF' RADIUS F(AD I AL Rp., F'T DEG r.>F CI.lRVE MID OF(n
S~J 79 ll:,'OIY' 2~:i. ()l:H)O Nol :lO 50 '(Ii)" '2 ~~~ 9 .t (,l . ~~CJ 11 7 . ;:;~'~:I~::r,
TANGENT F'C',Pl TAN LENGTH TANGENT F'I"F'T EXTERNAL
""'"'"'
- -
.....
90-060 ~:Al_A TERRACE PLAT CHECI< DISC 1211 10.-10-90
1<)-10-90
P.::lge
.e
...,-'
I\IW 10 5(1'00"
2~:;. (100(1
SW 7q l()'Cl(l"
1/"1. ~r.;'5~~
BEARING/ANGLE DISTANCE TO NORTH EAST ELEV
BEARING (on ClJrV95 use radial brg (f~Cto RP), or bypass to exit) : 5W79.10
DISTANCE <for curvE'S, entyr a negative (-) radiLls) : 55.71
'" ' ~.;.W 79 to'CIOn V 55..7!(1l) :l1.0.t.7:~:3r.3 2.t:123.8269
BEARING (on curves use radial brg (PC to RP), or bypass to exit) ~ SE10.50
DISTANCE (-For curves, enter a negative (-) radil.ls) : -25
KNOWhl: Arc:,Chord,Tan,Ext,i"lid ord,Delta? (A/C/T/E/M/D): D
DELTA/CEI\!TF{Al. ANGLE (-- if ,:c:",) : .-f~6. :3255
F'C CHORD BRG LENGTH F'T NORTH EAST ELEV
SW 3:5 4.3' 3~:.'1 34.. :3EI(>3 10T'f,.8131 100::;'.. 7520
DELTA/, ARC RF' NORTH EAST ELEV
86 ~""'='o:::''' 37.9094 1077. 169:" 1 1):28. 5257
..:)A. ..J..J .
f~ADI AL PC.<F<P RAD.l US RADIAL RP*PT DEG DF CURVE MID ORD
SE lO 50'0011 2~S. (1(1(11) SvJ 82 17'05" 2~29 10'59" 6. a4r~
TANGENT PC<PI TAN U::NGTH TANGENT PI~F'T EXTERNAL
SW 7'~ J(I'OO" 23_6"752 *,=iE 7 42 'E:;5" c~. 4313
FROM BEARING/ANGLE DISTANCE TO NORTH EAST BLEV
BEARING (on CljrVe~ use radi~l br'g (PC to RP), or bypa~$ -to exi'L) : S~7.4255
DISTA.NC.,E (for c:Llrves, en~... ,r:. ,..,egi:,t.ive (-) rf.\dil.ls) : ~~r..42
,BE 7 42'55" ~ 3.42(1(1 107(1.4241 1004~2111
BEARING (on curves use r8cli~L brg (PC to RP) ~ or bypass to ewit) ~SW82.1705
DI9TANCf~ (-For CUrY~H, entel~ a nsg~tivffi C,.) r~d:iua) : 9.93
SlaJ 8.'217'05" V 9..9~,O(l 1069.(19.10 994.37.10
BEARING (on C'JrV~5 IJse radial brg (F'e to RP), orbyp~s& 'to exit) : SE4M3924
DJ,STANCE (for CLlrVl?S, ent;.er .:ii nerJe\tiVp. (-) r;:~dil.l$): b9.3.7;
SE 4.39';24" V 69.,~~~(J(l 9'/9.99913 '~99.9987
BEARING (on CLlrVe$ Ll$e r-adi~l brg (PC to RPl, or bypas$ to exit)
C:1..fJSLJRE, ~
NE &1.1 15'.1411 . 00.13 0(10. Oc)(I(J .t I)Ol). (ll)(l()
ERRDR: -.0002 -.0013
1 PART IN 325124
L..cI,:;I::=.
N,E CIF fdTAF<THIf3 POINT:
51 O~J;6~O.OJ;100CI,1000;tSW89.3348;11q.62~SWj.3b57;62;SES8.2303~10;
52 *SW1"3~57;2.5JSE8S.2303;-25;D;'.'90;SEel~.2303;59.55;NE1.3657;-25~D;..9(1;
53 ~NE1.3657;68.78;;;
MAP C:HECI<
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,Em= STARTING POINT , 1(~0,1000
F'EF(:C METEF~
427.. 63~,~:::
SO FT
12070.(,828
ACRES / )
. :l'77l O~j 1.&r:#:4
..
90-060 KALA TERRACE PLAT CHECf< DISC 1211 10-10-90
1 O...J, 0-90
PC\ql?
ELEV
BEARING/ANGLE
DISTANCE
TO
NflRTH
EAST
BACKSIGHT BEARING :
BEARING (on CLlrve" LIS'" radial brg (PC to RP), or bypasS t.o ":,,t) : SWB9.3::'.48
DISTANCE (for cu.rves, ,my' a negative (-) radiL.I;;) : 119.62
SW 89 33 '48" V .119.6200 ,,-99.0884 880.3835
BEARING (<:;n curves use r8dial brg (F'C to F,PI, or bypa!5S to ""it) , SW1.3b57
DISTANCE (for c~r~~s;, e~t.l?r ~ neg~tive (-) rad~,:ls) :. 62
S.! l.;,b.J 7 Vb,". 0(>01l 9.,,7. lJ. .;, 1 878.6352
BEARING (on c.LlrVl?'" LIse radi.,l brg (F'C to RP), or bypass to e:dtl : SE88.2303
DISTANCE (for CLlrves, eny.r " n..g.tive (,.) radlLIS) : :l(l
. SE 88 :'3'0::'," V 10.0000 936.8::',11 888.6312
BEARING (on curves use radial brg (PC to RP), or byp.sS to ""it) , SWl.3657
DISTANCE (for curves, enter a negative (-) radius) : 2.5
SW I 36'57" -./' :2.5000 9:';A.",.,,21 88H.5607
BEARING (on cwrvt~S use radi"l brg (PC to RP), or bypasS to e:-<it) : SE813.23c>3
DISTANCE (fer curves, enter a negative (-) radius) , -25
/,:NDWN: Arc,ChOI-d,Ta,."ENt,Mir.l orcl,Delt.'" ? (A/C/T/E/M/D): 1)
DELTA/CENTRAL ANGLE (- if ccw) : -90
PC CHORD fJRG LENGTH F'T NORTH EAST ELEV
BE 4:;', 2'3',' O:!." :$~j ~ ~$55~:. 90t:l.6:'';71 912.8459
DEI..TA ARC FlF' NORTH EAST EI.E'J
90 1)(1'0(111 ~;9" 2699 V 9:::.:;': ~ 6272 91.3~ 5508
RADIAL F'C"RF' FlADILJS RADIAL F<P.'PT DEG OF CURVE MID ORC
SE 81~ 23'(13" 2~);" 0000 SW 1 ~!.b' ~)'7 I' 229 tc) '::;i911 " ~ :r.223
TANGENT F'C'P I TAN LF.NGTH TANGENT F'1 ..V:'T EXTERNAL
S'vJ 1 :::'6'57" 2~1j" (l(l(l(l Sffi tH, 2:~;' O;511 10..$5$3
FROM BEARINGIANGLE DISTANCE TCl NORTH
BEARING (oncurve~ us~ radial brg (PC to RPI. or bYP.$ffi to
DISTANCe: (for cLlrv",S, ",n);..",r '" n"9,;.ltive (-) r",di'.'!5) : :;:,9.55
. SE 88 :2",' 03" V 5''1.55<:10 906.957'1
BEARING (oncurve$ US~ radial brg {PC to RPI, or byp".S to
DISTA~IC!:. (fel" "'.lr v.. " , ent",r a negatiVE' (-) r.,diL\$) , -25
KNOWN: Arc,Chorc:l,To!\n,ENt,MiCj orti,Delti!1 ? (Ale/TIE/MID): P
DEL TA/CENTRAL ANI3LE (.. if ccw) : -90
EAST ELEV
eNit) : SE88.2303
972..3721
eNit) , NEl.3657
PC CHORP BRG I_ENGTH PT NCIRTH EAST ELEV
NE 46 :!,6'57" ~~5.. :!,5::1:-~ CJ:!.1 .. 24::r.<;t 998.0671
DEL.TA ./ ARC RF' NOIHH EAST
9C' (H:' '(:11:\11 39.:26<:;9 'i3,l.''14!l0 97~~. 0770
RADIAL F'C~RF' F(AO I US RADI AI. RF".F'T DES OF CIJRVE
Nt:: 1 36'5711 25..0000 Sl:. rom 23 '03\1 ~129 10'51911
'-~'--"'~~'~~:~;.
16
-
90-060 KALA TERRACE PLAT CHECK DISC 1211 10-1(>-90
10-10-90
F'.;..qo:'.:'
SE BB 2-3' 03"
25..000(1
NE
:;:'6'5'711
11).. 355:::
FROM BEARING/ANGLE DISTANCE TO NORTH EAST
BEARING (on CU."v.,S '-'Sr- Y- eli.l brg IF'e to RPl, 0'- bypas$ to .."it) : ~JEL3657
DISTANCE (for curves, e ter a negative (-) r~diLIS) : 68..78
NE 1 36' ~)'7" f.}8 ~ 7800 999.. 9957 1000.. 0065
BEARING (on curves use radial brg (PC to RP), or bypas~ to ewit)
CLCJSUF(E: ,
NW 56 30 '5011
.0078
EI:<f,OF<:
rM 1 000.. ~)I:)(l~
~ \V -.1)1)4...:.
.1000.. (JOOO
.. (H)65
1 F"AF<T IN 51451
PE,<IMETE,<
4(1(1.. 91~75
SO FT
l0412..5622
~SRES (l.dT"'lt5)
. .,.~904
LPr#b
N,E OF STARTI~J POINT ,
54 0;1;6;0.01; lC)(IO,100CI;;SE8S.23CI3; 110;NE1.3657;41;SE S8.2303;10;NE1.3657;
55 *62;5W89.3348;120.03;NW89.104:5;--lL30;D; ..5401;SW1.431a~aO.q5;;;
MAP CHECf<
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STARTING POI~IT 1000,1000
FFWM
Bb1RHJG/ANGI.E
DISTANCE:
TO
NORTH
1 0(10. (11)(1(1
EAST
lc:It)O~ ()(Il)O
BACKSIaHT~EARING :
BEARING (onCl.lrVl?5 LISE'';' rlilr.:lii:ll brq (PC 1':0 F'~F') ~ or byp.as~ to D~:it' : SEes.2:,O."!o
DISTANCE (f<>r- C:l,,"VI?S, eny'" " neg.1t.J.VI? (-I ,",ndiLl51 , 110
. .. BE BB.,:Z:;,")3" V l.tO.CJO(lO 996.8982 1109.9563
BEARINS<on C~II~V~W use I~~cji~l brg (PC to RP), or bypasfl to exit) ~' NE1.3657
DISTANCE (fo.- "L,,"VeS, er,t..". .. negativ., (-) ,'adi!"$) : 41
NF.: I 36'~Yl" /' 4.1.0000 10:0.7.8819 1111.1124
EtEARlf\lC3 (onr.:LI,...Ye~ I..lliiE' radi al brg (F'e to F'~F').. or bypass tn eH it) : ~H::88. 2~~03
DISTANCE por ClII"ves, ..r:;t....- " n"'9"t.:i V" (.-) .-O\cll.'.'s) , 10
'" SE 8823'03" V 10.0(u)O .1037.5999 11~1.J084
BEARING (on cu~vam ume .-"dlnl brg (PC to RP), or byp~mm to "Nit) : NEI.3657
DISTANCE (for curves. enter" negative (-) r"di'-'$) , 62
Nr:: 1 36'5711 V 62..1:1I:)I)(J :to(""9.~:i7S2 1.122.8567
BEARING (on cLlrves Lise radial b.-g (PC to RP), 0'- bypa$s to eNit) : BW89.334B
D1STAI'JCE (fOI" r::Llrves, ental" ,n negt't:l VF.ll' (-) r,,'1.dit.HS) = 120.0,;!.
SW 893:':'<'48" V 12(I.030(l 10'/13.1,,604 .1 (l02. 83Cl2
BE.ARINt1 (on l:"\I"VG"~ 'HlC~ radl,..l lorg (F'C 1:0 RF='). 0;- bypa$lil 'c.o .,w,t) , N\M3';I.l('4:~
DISTANCE (for curves, ente.- '" neg.tiv", (-) r.diLls) : -1130
KNOWN: A.-c,Chord,T.n,Ext.,Mid Drd,D..lt. 7 (A/e/T/E/M/D), D
DEL TA/CENTRAI. ANGLE (- If c:cw) .5401
pc;
CHOHD ElRO
Sl<J 1 16 '17"
I_E:.~IGTH
'l7.7553
r;'"
I'JCIrHI-I
1 (>ElO. 90"15
~,AI3T
1002.4362
17
ELEV
E"_F.:V
......... ~
90-01,0 f':AL.A TF-F<RACE PL.AT CHECK DISC 1211 10'-10-90
10-10-9.0.. __________ ~ --_______
d. . DF.I.T:~ ARC ~:P __ ~IC\RTH '
E"l~r.;T
MID ORD
.0349
RADIAL f'C...FIF'
NW 89 10'43"
FlAD I US
1130.. 0000
RADIAl. RP"PT
SE B8 16'42"
DEG OF CURVE
5 04 '1411
.rANGENT PC~.p I
SW 0 49' 17"
TAN LENGfH
8.8779
TANGENT PI*PT
SW 1 43' 18"
EXTE~:NAL
.0349
. FROM 1:'EAfHNI3/ANGLE DISTI-\NCE TO NDFnH EAST
BEARING (on curve,; 1.lse rO\dial brg (PC to RP). or bypC\ss to exit) : SW1.4318
DISTANCE (for curves, enter a nsgative (-) r~dil.IS) : 80.95
SW 1 43'18" 80.95('0 999.9960 1000.0041
BEARING (on curves use radi~l brg ~PC to RP), or bypass to exit) :
CLOSURE: ~
NW 45 42 I 26'1 .. 0057 1 (100.. 0(.,'1)0
ERROR: -.0040
1 PART IN 771 :18
1000..0000
.0041
PER [Mr,TEr,
44.1.7412
SQ FT
1168:3.3672
ACRES
.26B213
N,E OF STARTING POINT :
56 O;1;6;O..01;1CIOO,10()O;;SW1.4318;96;SE83..0915:120ob8;NEl..3657;68;
57 ~NW88.2303;lt:);NE1.3657;39;NW88.2~03;lJO;~;
MAF' CHECf<
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STARTIM3 POINT 1000,1000
BEARI NI3/ANG;LE
DISTANCE
TO
NORTH
:1 (ll)O. 000(,1
EAST
tOOt)..I;Jl)(Jl)
BACI<ISIGHT nr,;I-\R:[NI3 :
BEARING (on c:urves; LIS" r..,H"l br9 we to RP), or t1ypass to E,xit) : S~J1.4318
OISTANCE (1:01" C:I,WVf.Hi, entpr' M. IjmgCltiv(~ (.-) Y'"~r.UI~IS) : 96
SW 143'18" \f 96.0000 904.0433 997.1158
BEARINc.; (on Cl..tI'"'veS l..t$f? radi,nl brgCF'C 1':0 RI:)) , <:)r bypc1HS t() e:.lit) : SeO::L091.5
DISTANCE (for l:Ltr'Ve,;. enter a negative (-I r"cli,.ls) : 120.68
Sr...: F.13 09' t 511 V 121). beeH) f:1t:lr:oJ. 6~r:l5 111/;).9354
BEARING (on curveS US" radial brg (PC to RPI, or bypass to exit) : NE1.3657
DISTANCE:: C.F(>r C:\..lI"'V~S, Rn';f?~. .., negli't,:iv,~ (-) 1""~c1jun) felS
NE 1 3f-,'57" V 68.0(.00 957.b315 1.118.8529
E<EARING (on l:I,lr"ve" 1.1.... r.~djal t"-g cr'c to I'IF"), 01" t'ypass to .""t.) , NWBF.l.23<:I:;
DISTANCe: (for curve". .m1;"r " nl>g..tlve (-) r"dlLls' : 10
NW r:}8 7.:;::' O:r.1l V 10, (lOO() 9t,S7 . 9 t 35 j, 10(3. 13~:iJ,9
BEARING (on curveS us'" radial brg (PC to RPI. or bypass to eMit) : NEl.3657
DHITANCIF. (fo!" 1:'.\I-V'~Il, "n;l:,~r' .. n..g"ti.v~, (-) ,-.."Hus) , 3'1
NE 1 36' 57" V 39. 0(>(>('> 9'16.8980.1109.9566
BEARING (l,n CLlrv~~ Lise r~di~l brg (PC to RF)) , O~ tJy~'a#1~ tD ~wit) : NWI~8.~303
DISTANCe: (for cL11" v.." , on}",!" a "''',F"t;vl? (-) r.1rJluS".1 : J,,10
I'lvJ 8m 2:~:' 1:1:;; II t" t 1 (l.. (l(l(U') 99~!}. 99qa 1. O(.H).. r.1(11:1~~
ELEV
ELEV
90-060 KALA TERRACE F'L.AT CHECK DISC 1211 10-.10-90
l04-10...qO
......
F';l;C]O
Nt..; 5t) 18'.;r.611
(on c:urvp~~, use rildi.:=..l bro (PC to ~:F'). or DVr.:""S~ to e~.:.;. 1:'. \ :
1000.0000
.0003
IN :1.. 23(l547E~.t.
.0004 ;)(} 1000.0000
ERROR D \L/ .'.0002
PERIMETER SQ FT
443~6804 11799.503
E OF STARTING POrNl
,I..,
,-
""'JI..I,-,_. ~l.~'l-''l-,",~I'I~'!'~''''"-"'n",,,,..,..,._
ACRES
. 270r:179
(t1'}""#~
STARTING, ENDING COMMANDS FOR RE-EXECUTION : 58,60
58 O;1;6;.OI;1000,IOOO;;SE80.39401112.57;NE56.4202;35;NE56.42021-115;D,
59 *34.4926,NW88.2832,_25,D,-89.5431:NW89.2303;5Q.55:SW1.3657,-25:0:-90;
60 "SW1.3657;2.S,NW88'.:2::'03:10;SWl.:3b57:68,:: . . .
I"IAX 1 NUM AL-L-DWABLE CL-OSURE ERROR : .01
N,E OF STAf~TING POINT 1000.1000
NORTH
1 (l(~(). 0000
EAST
1000.(1000
FF(OM
BEARING/ANGLE
DISTANCE
TO
ELEV
BACKSIGHT BEARING :
BEARING (on ~urves use radial brg (PC to RPl, Dr bypasS to exit) : SE80.3940
DISTANCE <for Cl.lI"'ves, eryt.er ,,:\ negat.iva (.-) radius) : 112.'57
SF- 80 39'40. ~ 112.5700 981.7329 1111.0780
BEAr-ON!3 (on c'.lr'v"'''' use radial brcJ <PC to RPl, 0'" byp""'" to e,dt; : NE56.4202
DISTANCe: :.fo,: CC'~.~E1:'.~, 6'niyr ..:;, ,:",g.tiV6' (-I r,,~iu51 : 35
I'll:', .,6 4.., 0,. V ,;',J. ,.,000 1000. 9484 1 1'10. 3314
BEARING (on cCIr'ves Clse radi..l hrg (PC to RF'), or bypasS to ",:it I : NE56.4202
DISTANCE (4or CLlrv~m~ enter ~ negative (-) r~dius) : -115
KNOWN: Arc,Chord,Tan,Ext,Mid ord,Delt.. ? (A/C/T/E/M/D): D
DEL'fA/CENTRAl. ANGI..E (... i 'F ccw) : 34.4"126
F'C
CHORD BF(G LENGTH PT NDF<TH EAST
NW 1 ~) 5:-!.' 1511 68.B251. 1067.1445 1. 121.. 4901.:1
DELTA AF~C RF' NORTH EAST
34 49'26\\ 69.8960 10b4.0E151. 12,',6.449"1
RA.D! AI_ PC..RF" V" RAD1US RADIAL F(F'*F'T DEG OF CURVE.
I'!r:': !:i6 11.,2'0'2" J. 1 ~j . I)C>OO Nvl EI8 28 ':;.t2" 49 49'2.tu
TANGENT F'C*F'! TAN LENGTH TANGENT F'l*f'i EXTERNAL
Nvl ~~:;;. '7 '~5all :36.06::3j NE 1 ::!.1'2B" 5.5226
EI_EV
M! Dorm
5.21)95
E~~ST ELEV
to .Nitl , NWBB.2B32
FROM (iEARING/ANGLE DI1'.:;iANC.E TO NDF(TH
BEAR:rNG (on curv~% ume radi~l brg (PC to RP), or bYP~$!;
DISTANCE (for CLlrves, ~nter a negative (-) rMdiLIS) ; -25
KNOWN: Arc,Chord,Tan,ENt,Mid ard,D.lt. ? (A/C/T/E/M/Gl: D
DELTAICENTRAL ANGLE (- if ccwl : -89.5431
EAST
1097.2044
F'f:
CHCIRD ElRG
NW 4::":5 25'47"
L.IF.NGTH
PT
NORTH
1092.7996
~,5. 3271
Dr;:I,.TA
AFIC
RP
NrJRTH
~:i_I, V
EAST
EL,EV
c:=I ::::::::I
9(,-(>60 KAL.A TERrlACE fo'LAT CHECK DiSC 1211 10-10-90
t (,- 1 0'-90
F'aoP
89 54'31"
~9 ~-C','
V'"' . ".;.' u
RADIUS
25.I)O()O
RADIAL r,p,.PT
Nt .1 36 '57"
DEO OF CURVE
22q 10'59"
MID ORD
7~3082
1. 067. ~H)ql...
1 ('9S. l\qq!\
RAD r AI. f'C;.'flP
NW 8828'32"
SXTERI~AL.
1(,.3272
TANGE::NT pC;.'f:'I
NE 1 31 '28"
TAN \..ENGTH
24.9602
TANGENT F'r~PT
NW 88 23'03"
8EARr~IO/ANI3I..E DIBTANCE TO NORTH EAST ELEV
BEARING (on curves llse rr:~d. 1 brg (F'C to RP), or byp<lsS tD ?>:it) : NW88.2303
DISTANCE (fD~ CW"Veffi, ~nt ,r a negative (-) radius) : 59.55
NW 88 23'0:;;," 59.5500 1094.4768 1037.6781
BEARING (on curve" 1.<';<' riiltH.-.l brg (PC to RF') , or bypa;iS to e:<i t) , SWl. 3~,57
DISTANCE (forc:urves, enter a negative (-) radi1.<sl , -25
~~NIJWN: AI"c ,Chord, T..n ,E"t ,Mi d ord ,Delta? (A/r;/T IE/~lID): I)
DELTA/CENTRAL ANGLE (- i~ ccw) : -90
CHOF(D EIRG
SW 46 ~:.~....' 157"
l.ENGTH
F'T
NORTH
1070.1937
EAST
1 () 1 1. 98:;'( 1
35. ;;.r.553
DEL. T A
q('l l)()' 00 II
/ ARC
:-':::9. :2699
RADIUS
2~:i. O()OO
RP NORTH
10';'9. JI887
EAST
1031,. 97:;2
f(ADIAl. RP~PT
NI;J EIO ~~~:~' 03"
DES OF C\.I,~VE
2:;~q 1 \) , 59 II
MID DRD
RAM AL PC*RF'
SW 1. 3,~' 57 II
EXTERNAL
10. :!.553
TANI3E~IT F'C:'F'I
NW (3m :;::;' 0:;"
TAN ..ENGTf-1
2~j It CH)(It)
TANGENT F'J ~F'T
$W 1 :~~)'5711
FROM .E.EAFnJ\lG/ANf~LE Dlf.\TANCr:: TO NClI"<TH EMiT ELEV
BEARING (anCUrVlli$ ume radial brg (PC to RP). Dr byp.Sfi to _Hit) : SWI.3657
DISTANCE. (for CltrVE>S, "'n>~'r a neg",tive (-I r.,diw,) : :!.~j
SW " 36'57" v 2.5000 l,N,7.6'147 10l,1.9126
BEARING (on c'.,rve" liS,," rCldi "'I erg (F'C to fIr'), (,r byp<>sS .to ""it) : NWEJ8.2303
DISTANCE (for C:L""W'S;, en.cyr .. negative (-) racl1cll') : HI
NW 88 23'03" V 10.0f.>0(' 11)67.9767 t('(l1.9166
ElEARING (on CLlr'l"!'" liS'" raid! .,1 I,rg (PC \:0 "F') , or bypa$S to .,:<1 t:) , aWl. 3657
DI6TANCE.,(for c~tr,:~:>:, envf''' neg~tive (-) rAr!i.l.'S).:. l,8
.,~I 1 .36 ",7 / M3.c>OO'.1 '\1.)(,,(,),,01.,-,,7 999.99'/1
BEARING (on curves usa rCldial brg (PC to RPI, ar byp""s to ""it) ,
CI_OSIJRE. ~
SE 13 40' 17" .':>038 , .. 1 000. ~O~;'C> 1000.0(10('
EFmOI,: / .1.10.,\7 -. .:,0('9
IN 1 :14:':;03
F'I!R I METER
4~;6.0\97
SO FT
1.240~~. ()t42
ACRES
.2E347:2ej
(L,,#15 ')
N,E OF STARTING POINT
,,\ .,.....'. ,.~.'.,,,....~ ~~~.,.,\,l<.~...'.>.~
45
ELEV
ELEV
7. ~f.22:::
/,Ilk LA-:#:':}
90-060 KALA TERRACE PLAT CHECK DISC 1211 10-10-90
10~lO-90
FROM
BEAR:rNG/ANGLE
DISTANCE
TO
NORTH
EClST
F'.:\.or-?
FTF\,1
BACKSIGHT BEARING'
BEARING (on curves U5~ r~dial brq (PC to RP), or bypass to exit> : SE88.2303
DISTANCE (-for curves, er;ter~ F.l neqat:ivp. ~-) radius) ~ 1::';8.65
SE SS 23.(>~;tl V__ 138. 650CI 996.0904 1138..5949
BEARING (on curves l.IS" radial brg (PC <.0 RP), or byp;..ss to f:>:it) : NE40.3518
DISTANCE (for curves, e?te,.- .a npgl.'otive (-) radius) : 38.21
I\JE 40 :':'\:5'18" V 3H.21.00 l025.1.07.2 1163.4551
BEARING (on curves use radial bra (PC to RP), or byp.ss to "Nit) : NW49.2442
DISTANCE (for c:urves1 f?n;i'er a negative ~-) rF.\dil~~;) :: 144."c)7
NW 49 24'42" ~. 144.0700 1118.8420 1054.0478
BEARING (onCLj~Ve$ usw radial brg (PI: to RP), or byp~s& to exit) : NE40.3518
DISTANCE (-for C:L1,...ves,enter~ ca negat.ive (-) radius) : -115
KNOWN: Arc,Chora,ran,EHt,Mid orcl,Delta ? (A/C/T/E/M/D), D
DELTA/CENTRAL ANGLE (- If ccw) : 16.0644
PC CHORD Br,r; I..ENGTH PT NORTH EAST ELEV
NW 4.1 .21 '2(1" .32. .232Q 114~;.. 0367 1 ():!,2.. 75(l6
I)EI,.TA vi ARC RP NORTH EAST ELr.:V
16 06'44" ";00"'> ":"'''';r "'!' 1206..1734 J 128.869.1
''';'.01',. ,.~..\9...,
r~ADIAI. pc..r,p' RI.\D IWS RADIAL. RF"'F'T OEG OF CURVE 1"110 Dr,D
NE 40 35' 18" .1 1 ~. (H)O(J SI~ 56 42 "):2" 49 49'21" 1.1349
TANGEN']' PC,P'1 TAN L.ENI:iTH TAI\1I3ENi F'r..F'T F.: X TfZRI'JAI..
N~J 49 24'4.'2'1 .1,':>.2771 NW 33 :17 . ~i~1" 1.1462
FF<OM BEAR I NGI(.\I';C,U: DI!HAI\ICE TO lo,jClRTH EAS']' EL.lSV
BEARING (on CLlrves use r~di~l brg (PC tD RP), or bypa$n to exit) : 8W56.4202
DIST~\~ICE <for CL'I""Vr.;S, ..ntyr' . neg<lU"Il' (-.1 '-ii\di.I,IS) : :.$:;.0
.. SvJ 56 42'0211 V 3~. (II)()(I ,1.123.8212 .1003.4972
E'JEAH1NG, (Co')n t::1.lr"Vt?S ltSf:' ri!\dJ.,al bl'"g (PC t.o F<P), or bYPcH~m t,o mHit.) : S\.IJ:l. ~!.657
D.ISTANCE (for c"rves, f?nt}'1"" .. negatiVe" (-I rAdil.IS) : 123.137
SW 1 :;,f.,'S7" V 123.8700 10.:>(>.C>1)C>5 100(1. (I 0 4:!.
BEARING (on curves use rAdi~1 brg (PC to RP), or bypASS to eMit) :
Cl-OSIJRE: ~
SW 83 .22' C>3" . 0043 o. (,c>0. OClClC> .I C>ClCI. ClClCle>
F.RROfH . Cl(I(:I~5 . (104.3
F'AF<T IN 118305
F'EFI r ~IETE:R
::~.1~2.1436
SO FT
1471.,f3.7125
ACRES )
.330974 t../orP ~
&- .,lIP
N,E OF STARTIN(;) F'OINT :
63 O~1;6;O.Ol;1000,1000;;SE88.2303;150;NE1.43j8;60.24;NW88.1642;10;
64. *NE 1 . 431.8,:2.:5; l'I~le8. 1l14.2; ....25; [); -';>0; I\IW8r~. 1642; '70. 7F.l!
65 *$Wj.4318;_25;D;_97.4256;SW84.')CI22;-50;D~68.0553;SE27.5344;10.9;;;
I~AP CHEC~:
90-060 f(ALA TEFIRACE PLAT CHECK DISC 1211 10-10-'?<)
1 (1--1 0,-90
PaOE?
MAXIMUM ALLOWABLE CLOSURE ERROR
0.01
EIEARING/ANGLE
DISTANCE
TO
NORTH
1000..000t)
EAST
It)OO..OOOO
EIACKSII3HT BEARING :
BEARING (on curves use radial brg (PC to RPI, or bypass to eMitl : SE88.2303
DISTANCE (for curv~s, ent~ a negative (-) r~diu$) 150
SE 88 23'0311 15C>~OO(l(l 995.7703 1149.9404
BEARING (on cur"ves use radial brg (PC to RP)..or bypass tD exit) : NE1..4318
DISTANCE (for CL.lrVeS, ente'r a negative (--) radius) : 60.24
NE 1 4:,'18" V 60.24(>0 1055.98:.1 1151.7503
BEARING (on curves use radial brg (PC to RPI, or bypass to eMitl : NW88.1642
DISTANCE (for cur'ves, ent~a neg",tive (-I r'adius) : 10
. . .. NW S6 16'4211 V 10.00C>() 1056.2B35 1141.7548
J:<EARING (on curves use r.diml brg (PC to RPI, or bypii'.s$ to e>litl , NE1.4",18
DISTANCE (for cLlrves, entey" n",gati",", (--I radiLlsI : 2.5
. NE 1 43'1811 ~ 2..5CIOO 1058.7824 1141.8299
BEARING ~on curves use radial brg (PC to RPl, or bypmss to e>litl : NWB8.1642
DISTANCE (-For. curves, enter ~ negative (-) radilJs) : -25
KNOWN: Arc,Chord,Tan,Ext,Mid ord,Delt~ 7 (A/e/T/E/M/D), D
DEI_TA/CEN1T~?\1.. AI'JGLE: (.., H I:CW) .-9('
CHORD E<RG LENGTH F'T NOFITH EAST EI..EV
NW 43 1(,'42" ::~i., 3553 1084.5222 1117.592:".:.'
DELTA ARC RF' NOFITH EAST EL.EV
90 00'00" ~ 3(~. 2699 1 O~''59 . 53:~5 111(,.84:12
r~AI)IAL F'c*r~p FIAD I US F<ADJAL RP.PT DEG CW CURVE ~lrD ORD
~IW 88 16'42" ~'2S. 0000 NE I 4:~~ . 1. E3 II 2~?(;- 1(" 5(~1l 7.32:23
TANGENT PC*PI TAN LENGTH TANGENT F'I*F'T E:XTERNAL
NE 1 43' 180 2~j. (1()(lC,l NW mlil 16'4211 10. ~H55:!o
FRDM BEARING/ANGLE DISTANCE TO NORTH EAST
BEARING (on curv~s use r~di.l brg (PC to RP), or byp~s~ to sNitl : NWBS.1642
DISTANCECfor curves, enter a negative (-I radius) I 70.78
NW 813 16'42" ~7(l.7800 l(11~b.t.487 1<:'46.8443
BEAF(IN13 (on CLI,.V"" LI"e rmcJial brg (F'C to RF') , or byp~ss t<.> "Hit> : SW1.4318
DISTANCe: (for curves, enter a negative I-I radius) , -25
f':NOIIJN. Arc,ChorcJ,Tan,F.,<t,Mid ord,Delt.. 7 (A/C/T/E/M/D): D
DELTA/CENTRAL ANGLE C- if c~wl , -97.42Bb
F'C CHORD BRG 1.,ENC1TH F'T NORTH EAST ELC;:V
SW 42 :=31 '5(1" 37.6539 10:59.0494 ,. O.'i! 1 . :2299
DELTA /' Am: RF' NORTH EAST ELEV
97 42 '5~1" q.2. 6:~l,,3 1061..6600 1046. C'9~r.2
"'.- ~""'>'11i'A'-~.."".~~'
ELEV
e.==
90-060 ~:ALA TERRACE PLAT CHECf< D I 5C 1 Z 11 10-1 (>-90
1 O~-l 0-9t)
P~C1!?
:;.6,
sw
~ 43'1.8"
25.. (I(1(lO
SW 84 00'2'2"
229 1()' 59"
9..5517
TANGENT PC*F'1
NW 813 l,b' 42"
TAN LENGTH
29..6154
TANGENT Pl*?"f
SF.: 5 SCJ'39u
EXTERNAL
12.9979
FROM BEARING/ANGLE DISTANCE TO NORTH EAS-r ELEV
BEARINI3 (0,", ,:c'rv",,; 1,10;" radia\ brg (PC to RPl, or bypas$ to exit) : 5W84.0022
DISTANCE (for c:c,rves, enter a negative (-) radius) : --50
KNOWN: Arc:,Chord,Tan,EHt,Mid ord,Delta ? (A/e/T/R/M/DI' D
DELTA/CENTRAL ANGLE (- if ecw) : 68.0553
CHORD BR,;
SW 28 03' 1 q u
LENGTH
55..9902
p,'
NORTH
1 (l(l9 . 638:!.
EAST
994.89b5
DELTA
68 (10'5311
~ ARC
V .~9.. 4268
F(AI) IUS
50.. (H)()O
RP NORTH EAST
1 053.. 8263 971 .. 5032
I~AO I AI... PC*RF'
SW 84 l)()'22"
RADJI~L RPMPT DE~; OF CIJFeVE
SE 27 53'45" .1143r,'Z.OIl
TANGEN'- r-c...p r.
SE 5 59'38"
H\N LENGTH
33.7877
TA~lOE"IT PI"P'f
Sl-'J 62 Ob' 1511
EXTERNAl"
10.3457
FF~OM BEAF< r NO/ANr:lLE n:t,;TAI'~CE 'HI NOI'lTH EAS'r ELEV
BEAF<ING (on c::c,rves LIse radi"l b,.g (PC t,o F~P), or bYP"'5S to ",<it) : SE27.5344
DIBTANCE(fOr curve., ,enter '" n~g",tiv. (-I r",cl[U51 : 10.9
SE 27 53' 44" 1 (l. 9000 1000. 004'1 Q99, 9962
Br:::AR1NI3 ("n ew.v"" Llm'" """i.1 hl'g (F'e t~RI~I' "r byP'''''' t,o .,,<itl :
CLOSUF(E:
BE 'J.7 47'38" . (lOb2 .000.0000 10c>O.(l(l(l(l
ERI'(Qr<: .0049 -.. 00313
r-ART IN 71813fJ
L.dT::R:/1
OF STARTING POINT ,
0; 1,6; O. 01; lCIOO, j(,(lO; ; SESS. 230:'.\; 1 b8; NW22. 1530; '18. 4:2; NEl. 4318; 10; NW8S. 1 b42;
*SWI. 4:!o1 13; 4('; ~IWI;l\3. 1642,10; SWl. 4:;11 8; 60. ::24; , ;
MAP CHECK
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
Nfl:: OF STAFfrtNI3 PO'lNT , 100(1, .1000
P;;RI~IETER
445.7:593
SO rT
11440.7.615
ACRES I \
. 26:i!632 c..~It:J )
FRDM
BEARINGl/ANGLE
DISTANCE
TO
NORTH
1000.0000
EAST
1000.0000
BACKSIG~T BEARING I
BEARING (on curves U$e radial brQ (PC to RP), Dr bypasS to eMit) : SE88.?303
DIF3TANCE (for curves, ent.r .. n~g..tivr.> (-) r"dluml , lhe
.-...
.. a= ::::::l ::;;:::;J
90-060 KALA TERRACE F~AT C~ECK DISC 1211 10-10-90
1 O~~ 1. ().~q(l
r:.;:".....~
SE 88 23'03"
168.00('0 /
Q97;. :'b28
1 lb7 .9:~~~
DISTANCE (for curves, entpr a neg~tive/(-.) radiLls) : 98.42
NItJ 22:L5 '30" 9FJ~ 4200 t/'" 108b. 3491 1130~ 6534
BEARING (on curves use radi~l brg (PC to RP)! or bypass to exit) : NE1.4318
DISTANCE (for c:urves, en1;?fI'- a neg03t.i vt;.'1 (.-) radius) : 1.0
NE 143'181' V 10.0000 1096.3446 1130.9538
BEARING (on curves use radial brg (PC to RP), or bYPS5S to exit) ~ NW8G.1642
DISTANCE (.for Cllrves, eny.6r a negclti VE' (-) "~adiLIS) : .t.18
NW 8€J 16'42" V :LI8.0000 10'~9.8898 1013,(>071
BEARING (on Cl,lrves l'S" r.c1iaJ brg (PC to RP). or bypass to ..>:it) : SWl.4318
DISTANCE (for cl.'rYe'S~, enyer c', negativE? (,-) radiI-Is) : '~(l
St.-J 1 43'18" V 40.0000 1059.9079 1011.8(153
BEARING (on curves usa radi01 brg (PC to RP) f or bYP~9~ to exi't) : NW8S.1642
DISTANCE, (for' C~lr~e~~, ent~ r:' r.l:g~tive (-) ra~i~ls~ : ....to
NW 88 16 4. ~ IU.UUOU IU6u.~08~ 1001.8098
BEARING (on CIJrVRS Lise radj~] brg (PC to RP), or bypass to exit) : SWl.4318
I)JSTANCE: (.f:()r c:urvG':?!B,.. ent;J?1'" a neq\~tive (00') r'~c:li.LI$) : 60.24
SW 1 43'1811 V60.:'~400 999.9955 999.9999
BEARING (on CLlrV~g 1.1!5e r'~tlia] brg (PC: to RP), Ol~ bypass to ~xit)
CLOSURE:
NE
:1.6'2:;0
. (H)45
Er;oF(Ofi::
_ Of .1 ()()~). (1000
~ ~~. 0(111.5
1000. (\oon
~.'.. 0(101
1 PART IN 112118
F'EFi T ~IF.TEF<
~;(I4.. 6t~.t~5
SO FT
t 4'2l i~. ':r782
.?~c~;s / ) _:#' /I \
. '.;' ,d..h';.... 1. '- t.P I )
L:rr #=IZ-
N,E OF STARTING POINT:
68 0; 1.; 6;,0. ()j ; 1 ('1l)(I, 1 noo;; Nr-:::1 . 4~~,11:3~ .1,:14; NWf3Fi. .230:;; 116. .t 9~ SW4.t. 5n~ 18.33;
69 -*EIl'J:l .. 'l~!.l to); 5Iy" '76~ SF.-:Sf.L :[ 64',~~; 1 (I ~ ::,t,lJ 1. .. 1.J.~:.1 8; 4.1); 51;:'8~L J ~>4::?; 1 .18; : ~
MAF' CHECf':'
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
N,E OF STARTING POINT 1000,1000
(tE:ARING/ANGLE
DISTANCE
NoraH
1000.000':'
EAST
tOOC:I. (lr)(l0
El.EV
TD
EfAC~:SIGHT 1:<EAI~:rNG :
BEARING (on curves use radial br; (PC to RP), or byp.ss to "Mit) :NE1.4318
D:[STANCI~ (fet" c:urv",s, I?nJ;.<'I.' ,> n"'lJ..tive (-) rmct,lllG) : 1.14
NE 1 43'18" ~ J14.0000 1113.9485 1003. 425CI
BEARING (on curvl?" us'" r.diOlJ brlJ (PC to RP), or Uyp."s to eMit) , NW88.2303
DISTANCE (for curves, enter.. neg.tlve (-) radius) : 116.19
N~' e8 .'23'OJ,1I V t16..1f",lCll) 1117.4':248 8137.2812
E'EARING (on C:lll"Vr~" t,,,,e r..dl.,J bn;:1 (F'e to' FiF') , or byp"',,'" to (,"lit) : SW41.50
DII,JTANCE U",. cl.trv'.", e"y>r ., n",,~..t:i v., (-) ,..<lll."") : JI:J. :,,:J,
. SW 41 5(1'0(111 ~. 18.3300 1103.0h73 875.0557
BEARING (on curve" u"", r.dlaJ brg (PC to RP), or byp."~ to e>:lt) , ffiWI.4318
DISTANCE (for curvea, enter a neg~tiv~ (-) r~diLI$) : 59.76
SI~J 1 4:;'~' :l8" ~ ?J9..7b(I(1 l04:3.S34~~ F37:~.~~bl:I~r.
....,.........--.~.".~:;~T:"~".,
mPi"'IJYl" ."',1 ".,'1\r'"":,,.,..,;....,.,"m:c)'.~"'"mlll.H,..,,""".,"'.""""'.__-1 .-
90-060 KALA TERRACE PLAT CHEC~ DiSC 1211 10-10-90
t.(I--10--9('
P;?ot;,:".
20
8EARING (on curve!;' u,," r"di.l bra (F'e to> RP). ~.... two"'''''' t,., ro"it \ : E;E88.1642
SE 88 16'42" ~ l.i).()()OO l04:::"!..5339 883..2558
BEARING (on curve" US" r.dia) brg (PC to RPI. or by"."" to ",xitl : SW1.431B
DrSTANCE (for curvE'S, ",nt""r a oegativF' (-) radius) : 40
9llJ 1 43' iSH V 40.. 0000 1 (103.. 5520 882.. 0540
BEARING (on c._.rve" use r~-di 1 brg (PC to RP), or bypass tc> ",>:it) : SE88.1642
DISTAM:E (for curves, ~nte a negative (-I radius) : 118
.Se: 8816'4211 118..0000 1000..0068 1000..0007
BEARING (on ctJrves Lise radi81 brg (PC to RP) ~ or bypasS to exit) :
CLOSURE: 6\1 u.,..
SW 5 52' 39lf .. 0068 L)Y)O. 0000 1000.. ()(lOO
EF""OI~: . 0068 . 0007
1 PAr~T IN 69672
pERIMETER
476.:2867
SO FT
14093. 21304
. 3~;~;; t.&r-:#'/2.)
&r#r:s
1'1,\:: OF STARrJ.NG PIJIN1' :
70 0;1;6;0.01;1000,1~)01;NW88.2303;135;SW28.5~)2;109.32;SE3.4153;-50;D;
71 .23.53;~E20.1107;_3!,D;-52.2129;BE32,1022;-50;D;33.5340;BE88.1642;
72 .70.78INE1.4318;_25ID;-90:NE1.431812.5;SE88.1642;10;NE1.4318;59.76;;;
l'lAP CHECI<. . .. .' .' . ' . .
MAX IMUM ALLOWABLE CLOSUF,E Ef;ROR : (l. OJ
N,E OF STARTING POINT 1000,1000
f"RDM
BEAR I NG I ?INGU:
D1STANCE
TO
NOfi'TH
1.1)00.. ()(lO(l
EAST
l 0(11) ~ 1:IOOCl
ELE~'
I~ACI<5 I GHT BIEAr-IlI'JO :
BEARING (on curv..,lse r",dl.l brg CP~ to RPI, or bypa.. to ".it) : NW8B.2~03
DIST'~~ICE (,For curv~~, ffint~r ~ n~qativ~ (...) radiLJM) 13~
NW 6e 23'O~,~\ v' 13'5. (H) (H) 100::;,~8()67 865..(15'37
r.<r::I~RINI:I (on "'.IrY'~'" 1"." radi.,) bl'g (PC: t<> r,p) , ",. bYfl"""" t.o ..,<it) , SW28.:50<:>;':
DlSTf',NCE (for CClrY"~'1 en 1;7'" " neo"t.;Yr> (-) r",diclIs) : 109.::',2
. . SW 28 50'0211 ~. 10q.~200 908.0400 817.3317
tlEAV,ING (on C:W.Y"," use r"di.l brg (PC to m"l, Dr byp...'" t.r> ",,:it) : SE3.4153
DIS'rANeE (for curves, enter a negativ0 (-) r~dius) 1 -50
KNOWN: Arc,Chord,T.n,EHt,Mid Drd,D.)~" ? IA/C/T/E/M/DI: D
DE1..TA/CIZNTRAI., ANC1L,E (.. If r.:cw) : 2,;.53
PC CHORD BRI3 LENGTH PT NORTH EAST ELEV
81:~ 131 45 . ~~~II 20.6916 905. 07~r.~ 832. Se,Cf::;
DF.:L Tf) / AFi'C F,P' NClfHH EAS'r ELEV
2:;~ ~.~3 . OOll 20. El~.21 8~58~ 1441 B15.5Sb6
F<AD.l AL pe'RF' RADIUS RAO I At_ RP".pT DEm m: CURVE MID CJRD
Sir: :r. 4.1 'e=;:~'1 ~jO. OOCH) Nr:: ~~I:1 11 ' 0'7" 1:14 :55 '301' l.. 08:~'.l
TA~IGENT PC.,.PI TAN LENGTH TANGENT F'1*F"r EXTERNAl..
. .. ~. . .~'" - . ,. , ..' - {~ .: 0-' ( " -' I _ ", ....
90-060 KALA TERRACE PLAT CHECK DISC 1211 10-10-90
10-10-90
NE: 86 Hl' 07"
10. 57-!l6
SE ,~q .tl8'5~"
l.1060
p.~:-1e=>
::"7
PC
CHORt> BF<13
NE 84 (lei' 2211
LENGTH
30..8824
PT
NOF:TH
t;'OB.2979
EAST
863.5231
FROM f<EARING/ANGLE DISTANCE TO NORTH EAST "LEV
BEARING (on CLtrV~s use radial brg (PC to RP~ 4 or bypass to e>:it) ; NE20.11(J7
D!STANCE (for cLlrves~ enter a ne>gative (-) radiLls) : -35
KNOWN, Arc,Chord,Tan,Ext,Mid ord.D~lt. ? (A/C/T/E/M/Dl, D
DELTA/CENTRAL ANGLE (- if ccw) , -52.2129
DELTA
ARC
31.9837
RF'
NORTH
937.9236
E/IST
844.8865
52
21 '2911
v
El.EV
I'IID OF<D
3.5'1'03
FROM Bl:iARII\JG/ANOI..E I1JSTA~ICE TO NORTH EAST EI..EV
!-lEARING (onc1.trvleS Llc;,t? I"'radi.al bl""g (PC to RF') 1 Or byp~ss to e:.:it) :SE3.2.10.22
DIS'l"ANCE (-{:or C:1.I"'V[.H!jf~r1t.er .i'! neg'o~t.iv~? (-) rc.~d:lt.l!.S' : -.5(1
KNOWN: Arc,Chord,Tan,Ext.Mi~ ord,D.lt. ? (A/C/T/E/M/D): D
DELTA/CENTRAL, ANGI..IE (... ;..I' c:c:") , 33. ~;:;"4.0
RAD T AI. PC*f,P
NE 20 11 '0711
RADIUS
.~~~5.. 0(11)(1
RAD I AI- f,P~PT DEO OF CIJFNE
Sf:: 32 1 ()' 22" 163 42 ',oall
CHORD BRI, LEKIGTH F'T NOrnH EAST ELFV
NF- 74 46 '2811 ;.!'Y.. 1491 91.5. ':i'5:~c) 13"1.6490
DELTA ARC RP NOFnH EAST EL.EV
:::3 53 '4.0" V '''r "78~ F.365 . 9756 a9(1 .1 468
,~, .. '-' ..J
RADIAL F'C~RP r<AD I IJS RADIAL RF'*r'T DEei OF CI.lRVE 1'1.10 orm
SE ~;=~ .to '22" 5(1. ()O(IC) KIf:: 1. 4:~' 113" J 14 3~~ ' ::.~O II 2.171:;;
TANGENT PC*PI TI~N l.ENI3TH TANGENT PI*PT EXTERNAl.
Nt:: 57 49'3E1" J.5.. 23~)2 SE a8 1/,) /4211 2.:2699
PC
CHORD E<RI3
NE 4.1.o4~;' 1 a"
l.FNI3TH
F'T
NOFnH
9,m. 0~.4 1
EAST
988. 13~J13
TANGE:NT F'C*P r
S[~~ 6c; 48' 5311
H\N LE~I(;TH
17~2(162
Tt\I\IGENT PI *PT
NE 57 49'38"
r,:x TERN~.l.
4.. 1)01)7
FROM BEARINI3/ANGLE DISTANCE TO NORTH EAST ELEV
BEARING loncu~vDm urn~ ~AAdral brg (PC tD RP), or bYP~5S to mxip, I 5ES8.1642
DISTAl-ICE Uor r,:\.,rve", enter' AA ""''daUvf? I-I radle,s) : 70.713
SF.: e:J8.\ () . 42 II ~ 7CI.. 78(1l:' 913, 8263 96~".. :~r':/7CI
BEARING (on curV",9 use radial brg (PC to RF'), or bypa~s to exit) I NEI.431a
DISTANCE (for CU~V~Sf ~Mt~r ~ ne~ative (-) l~~diug) , -23
KNOWN. Arc,Chord,Tan,Ext,Mld ord,Delta ? IA/C/T/E/M/D), D
DELTA/CENTRAL ANGLE (- if ccw) , -90
:r.~. :~:5~3
EI..EV
!:::l :::;:;!
TEF,RACE PLAT CHEC>< DISC 1'::11 \0-\0'.<;;('
P.~':'1? '~f.'
(~(l 0(1 '00"
/
~.9.. '2b9(,
938.. 815.2
9b3. 1481
MJ (: ORD
DEB flF CURVE
229 lO' 5':;.0\1
RADIAL RP*PT
Sl:~ 88 t 6 . 11 2 ..
7..7'.22::',
r<AD I AI.. PC".RP
~.Ir:: 1. 43'18"
RADIUS
25.1)000
TANGEtH F'C*F'I
BE 8B lb' 4.2"
TAN LENGTH
.25..(1)(10
TANGENT P I oPT
Nt, 1 43'11:.\"
EXTERNAL-
:10.. ~;55~;
f'ROM BEMUi'K1N\NG,.E DIST'<:'NCE TO NORTH E~\ST ELEV
BEARING (on curves use radial brg IPC to RP', or byp..s to .Nit) : NEI.4318
DISTANCE (for CLIl""'V8S, enyr- .a rti?gat:)VE~ (-) r"".;\dius) : 2.5
N(:~ 1 4~'~~'1.EI" V 2..5()(l1) 94()..~)b:;:-.(1 9(313.2:119
BEARING (on curve. us. radial brg (PC to RPI, or bypass to ..it) :SEB8. 1642
DISTANCE ,(-(0'" t::l.u"'ves, (?I"'\"tt:-?r" it rlf~l;Jr~t..iVf~ (...) r,;'tl:lius) : 10
SE 88 1 b' 42'1 V 1 (l. (lOOt) 940.2626 9....18.1074
BEAI',ING (on ,c,-,,'V""; L1.8" r",dl.",1 bql (PC t.o fir;'" 01- byp....s to ""it) : NEL4:::1P.-
DISTP,NCE (for cLlrv",., enj;.<'."r' '" n\';'g.,t:iVP. (-) r.,diLIS) : 59.76
.1\Ir:: :t 4:~' t@ll t,/". 59. 76()O (y99. ('""9~:;.:.' 1 (Jon. OO'2B
BEARIN6 (on curves US~ racli~l brg (PC to RP) ~ O~ byp~~5 to exit) :
CU)Sl.IF~i:" fJfb
NW 32 28' 1 b n . 005~~ .<. (ll)(I. (:.)~!()C) t (H)l). (H)(IO
bF\HOn: .'~. (104.4 . (1028
IN 'f71.,()2
ACRE",
(Lor.::#-13 )
F'EF<I ~IETEF<
5(lly. ()~r.?4
1311 FT
17;',!',..16'\ . 1qf?~:'
. :~::2050~:;
!..Pr#14
N,E OF STARTING POI~~ ,
73 >:>; 1,6, O. <) 1 ; ll:\')~;, ; NE 1. ::;';l..!",7; b(,; NW8fi. '2::;;<);~,; ?:::" 77; ~i~JI . :C;b~;7; :.;-/; H~J4n. ~;~" 8,
74 *10q.28;SE49.2442;J,18.65;N~22.3259;146.23~;~
M?-\F' C~IEO~
MAXIMUM ALLOWABLE CLOSURE ERROR: 0.01
~I.,E DF (,,\TMn".ING 1"'OHl'r #:3<:>~,
E<EAFn Jo.I8 I ANGI.S
DIs'rANGE
TO
NORTH
3cJ 1. ~l2~. 1.7'28
E:AST
5:;:~~:i2:!, 1. . 1, 736
BACKSrGHT BEARING'
BEAF'IM3 (on curv"''' LI"'''' r"dj.,J tlrg (f:'C~o RP.\, or byp..,;", to ",wit.) · NEl.:2',657
!HSTI-\i'lCE ,~for' r.:~'-,:,:~'.', ..nj-6,' ,~ ':~'?:'U VP. (-) ."r,ar!l.~r.;) : M
. ''1C 1 .~.(.., .J'7 V 61~). <,H)\"H.l j~.1 ~,)8...,. .14 89 5~J5,'23:;~. 13/:)57
r.<IOAFlI NC', (;"1 ',:i.""v"" '''0'' ,'",dlad IOI"I~ (F'I:: t.o RF') , c.," byp,or.," to ..><:11:) : N~I!l8.2:~,C>:'
DISTAN~E (for curveD, enter'" neg.tlvp (-I r8diua) ; 75.77
Nl.ilfJr:J 23' (I~;!.\\ V '75. "77t)(1 ~~(",1 t cI19~~. ~(-nj5 ~,~~.~t:5;l ~7. :1 ~~5e
BEARING (on cl.lrvr-'" 1.1\'''' ,"",ell'" brg (F'C to r,r"l, or byr';"''' t.e> ""dt) ; S\~l .3/.,~,7
DIG"rANeE' (i:or" r.:llf"'vm,n, fr.nt,t?I" iiI 1"lr..}gnti',c;J (...) r~,d.1Ln:G) : :~'7
SW .1 ",,6'57" v.:.: 37.0(>(>1) ;:81.641:1.3002 5251::.t,.082:"i
I~EAR:rI'1I3 (';>'1 C:Ltr"V,,"" w.'" r.,elln,l t),,,O (PC t.o I~r'). Or" byp""'''' to ."eI 1:.) : f:lW.40.:::SlE')
DISTANCE (for curv.a, enter'" negative (-) r..dlum) : 109.28
ELEV
~
9tf-!;lb(l J:,:\L.{i rr::FRAI E F'L.AT Ct.J~:Cl< Dr ::=;,[ l? t 1 1 (",,1 (1 ..'')(\
1 (:-ll>~~'::
SI.)
40 35' 18"
/' 1,~)9. '?~~O(l
':~q 1 ':...'~.-:=j -;: 1 :?J..,
C::?~':'-,;:.U1
.;::;q....'~.;
DlST{.',I'ICE (frH- Cul"'V(,'-?~:.:. e,.t:r~- a npq,:"t tVc~ ...) r;.:...:1"11.l'i;} : Il8.b~:'
5E 4'-7 24' 42" V l l 8M h51 l() '.301.488. 1l"~J;'-' ~,::'~d'75. Ot1f.:d
BEARING (Dn CLlrves ~,l~e raci101 brg (PI: -to RP). or by~)a~s to exit) : ~IE22.3259
DISTP,NCE (for ,CLlrves-, F'<r-.t7Y' ,.{~ rll=,'o;;ltivi') (-) y'adil.ls"') : 14l,.23
t-IE .22 ',:;.~2";:;9" V ,1.'l6..2:~;()(l :';.~"162:~.1~~16t'"r :j,252':;J .J631
BEARING (on cLI~ve5 LIS~ r~diaJ brg (P[~ to RP). Gr tIYP~5S to exit)
CLClSLJRI= :
NE /,,1 07';;9"
~ 0122
11["'; 6"'"" 17-,0
.._~ 0('.):;"'1
. -'
5.2::i23.1 _ 1738
....0107
Em'Dfi::
1 F'(.'FlT IN 44761
*~.... WARNING .**"
c.1 OS!"lrp
F1rr<'H'"
EHCeS!;.i VF.!
I"EF( I METEr<
SO Fl
15""";-':.763<;
ACF'ES t. )
..~" 0.:;--- ,
. """.'1/;',' /..6r..:;J;/4
[P,#/5
N,E OF STARTING PDINT :
75 0; 1; 6; (I ~ (11; lOCH), l ()(ll); ; r>JE40. :::;~;_18; 109.. .:::1:-3; NE'1 . ::;l:.57; ~;:l ~ l\lW88 - 2:;;03~.
76 *SW1.3657;64.27;SE88.2~03;"85;D;-51.~J3q;SE4j?~2442;8.9;;~
~")F' C f'IE DO::
MAXI~WM ALLOWABLE CI..OSURE ERROR: O.OJ
Ntr.: [jF ~;TAr';:TJI\JG r:'OlN"r J(i(iO~ .lOI.l(J
54b. 94~'~';~
to.,. .19;
F'RCIM
Elf:,P'IH '[ N/'~l/ t~I'Jf:;LE
PI S.., MICF'
'ICi
t10FTf'
E'(.~1:3T
I i)(le). (J(ll)() ,
FLF'J
t (H)(J. (l(l(l('l
F<(..C,.';;;HlHT f.IEAf<lNG ,
BEf:.RINf3 (on r.:UY"VF;)R I_l!:.:;"'~ r'rtdi,,'?\l brl] cr-'C t.t, ~\F:').. or' bYPi1~';5.: t.-:, r:;.'..(i t,:) : 1\IF:::IJ.O.:'::~,1i;::
OISTAN':E (f0r ~1.~rVRa. en't~r' ~ n~n~.t'iv~ (-, r'~lill.I~~ L09.28
Nt:.: 1~(1 :,:::-J'lB'1 V 11'l4.':?fl60 1(}r(:~.qH7~() I07.j.O'=,i'r:;7
EII:::p,r;:{i\I() ("'>I", 1;1.1Y"V0'1i U~l'."'? r"~'ld'i~.~l by"q (I"':'C t.:,:. 1:~P). CWo byPrH'5!f; l.(i '.;..:1l'.) : l\lr:l.~!,1.::)5:.'
OIl,TI',NCE (for C'''..V;'';, "",t;A'w "''';'CJM:.ivr:' 1-) ,'"diLl") : ,,'d
. Nr.~: 1 :!-6' ~:'j7 II 0/' ~:;~ I . (lOOn 11 :~,~::;.. 9~~,7~, 1 (1'72. 5'37f3
8EAR1~IG (Of' CI.lrvPS Ll~~ ~~di~l brg (F'e to RP). ()r bYPA~~ to ~~tt) : NW8R.23(1~:
On;TAI'ICE (fol.' <::1.JrV,"'., ~"1J;.4fr " '""\1<II:iv" (...1 ":i,dlO.l<;) : :l(ll.19
. NW sa 23' (($11 V . 1 07 ~ 1. 9(1l) 1 .t '0h. I"t8l,.i'I~1 c)b~:'" :::;,9(\4
BEARING (on C~JrVW~ IJmm l~~diAAl brg (PC ,to RPl. or bypa!5R tC) nxi'~) : 8Wl.:~6~7
DISTANCE ({or .<".lrvG'.S, F.N1ty' ;t rlt=)9;d~:ivF,1 (~~) r';;cd'lLIS) : f.,J.L2"J
. f:iW 1 :;~t'J'~"" v 64" 271:lf) )(172.7454 <";)6:;r..S781
8EARING (on CLlr\/eS'ws~ r~di~l brg (PC to RP), or bypaps to CHit} . SEeS.~303
DrsrA~JCE (for curvps, ~nter ~ n~q~.tivffi (.-) r~dills) : -85
KNOWN. nrc,Chard.~.n,EMt,Mjd ard,DBltR ? (A/C/T/E/M/DI, D
DELTA/CENTRAL ANGI..E (- if c~wl : -51.01~~
PC CHOr<D FIRG L.ENl;)TH F'1. .IOf,'TH f;A'3T
SF:: 2~r, en: ' :;j ~',~ II '7::. 2~~:~? 't1)O!":., '19\?:~; \)11.:,)'':::'. :~~ .iI,1/'-'
f,m"TA PIF~::: y' NORD.I F:ASiT
ea \;J! '::,9" '7;:;. 'i'1;lf)f:J 1(170. :'r.4Bb t 04fl, ~~'j44:r.
_ow- · ----
-----
-
-
\ ".<,t",-,~."",;"", 0'"-,,,/
t:::1:l
90-(160 ~<;:IL{, TERFi~)CF.: F'LAT CHEC~' 01 c,r-1 :", t 1 1 (1- 1 (1-.91)
11)--"[ (\....:";n)
F,{',DJ f',=jL. :F'Co!':'F,.P
F{AD J U~;
R0r)r~1 RP*PT nE~ n~ rl!S'Vr"
1'1 '; i: f"'1r.'n
"I ANGEt.JT PC- f" I
SI}J 1 :36 '~j"J"
H,i~ LENGTH
4(1. :=:;'680
TANGr'N r F' ['PT
Sf: 49 24' q.::d'
E:~ TERi~~'l.
'~. 1847
FF<DM E<E~lF<ING/ANGLE DISTANCE Tf) NDRTH EAfiT ELEV
BEARrl~G (on CIJrvps IJse radial brg cpr 'to RP) 1 or bYP~$S to exit) : 5E49~2441
DISTAI\ICE (.for Cl,W'Vr,'s, i?ntf:,'r/i:1. nf2gat.i ',/r-'l (-) r..;\dj us" : 8~ 9
SI::: 4S'24'421' V ,!~.90(lO 1.)00.00(:18 :lO()f)~O(J(l~::
BEARING (orl CLlrves l.l$e radial bl-g (PC to RP), or byp~ss to e~(it)
CLOSUr~E :
SW
i 57 '('9"
. (108El
EI:~HClr~ r
~? ,100(1.(1000
Uf/L..-J . (11)88
1 O(H). (lOOe)
.. OI)(f3
1 . F'AF~T r N 4 72r~:";
LPr#1t
N, E OF i,T,~F~T lI'lG PDTi'IT :
7'7 0; 1.; ~,; O. (l,1 ; .t (11)0, .t 01)0; ; ~3EFl8, :::;-:~(l;); 1 0"/' ~ 19 ~ I\jF~ 1 . 3tAS7 ~ 7t::; ~ NvJ!=:ll:1 ~ 2:."::;0:1; to:
78 '~NW€39~024,7;-25;1);-94.4ql~3;SWf36.(17~S(I;47R/~1;SE1.5~:3(:'~--25;n;'-E34.10:~3;
79 ~SW1.3657;70.17;;;
i1AF' CHI;:Cf.:
MAX .I~IIJi1. ,\I..L.C1t'IAHLE CI..OSUf;'F: FWi:OF, : O. "J
N,E OF ~;TARTtNG porl~.r j.0(:10,10(IO
F',:n 1 METFF<
4'16. :;:495
SO FT
1 i)I:f';~4. ,. Q91.
ACRES / \
. 248~B9 c....Lcr-#/"S.)
FRDt'1
BE ('\f, I NG/ A~lr;L,E
o I STr~NC:F
Tjl
tlr"-([f:1
:1000.1)(100
F:p,::n"
100(1..0000
F.L.EIJ
BACKBIGHT B~AR[NG :
BEAF~:!NC:l (.;:;rl' r.:;1.lt~Vr.:.~:, U'"';(:' r~!ldl ,i'.~1 br9 (PC 1:0 h'I""'j ~ e.t'" b\/Pf,S~~ tc~ p~.:.i t) :' SF":"F.~.;':::;():-;
D:[GTt-)I'JCE, <f,....>rc:t.trvCi.j'!;, any". ~1'H:"CJid;i:';.7- C",) I....f,l:iil.t';..., : J07.1.9
SE 81:123' c),:;.; II V 107, 19(1) 991.\. 977r::; 1.1 07. 1474
'8!;Ar,INr.,~ (0" f::UI~V'~~!:i u=~t:j r.B.di.~-..l l:w'l;J .(F'C tC'l FHo,,). ":d'~ byp;.ri':;; t',{) r.~:'Ii.t' ~ Ni:~1"::!;6~:...i7
DISTANCE (}OI':'c:~t;~~~:>;1 e~f. ~~ r~)f':~q~~d;i"/~ (-.) r;;,tr.;,I~I~IS) ,:. 7~
Nr:~ .l '0.0 .J? 'l..J.U(H,Itlt<'171. .9477 :L lOl1" 7(622
BEAfU/'.If:l (01'1 C:I"I,.'VF;\S Uo:-H,~ r"itdi rod br'g (r,'e to F~F), or bYPil5S, to fi'Nit) : NWF3/;1.
D.tS'1"Al\lCf! (for c.-:lolrVr?Wf er!)tf~r iil n. rNJi.,\t.iVE: ("0) ri~d:.IC.15). J.(1
,. t.J(.iJ El8 ~'3' 0'311 V .1, 0.. (10(11) 1 (172. ??97 :I (lqC'J. 266.2
r,F.:!~F(ING (on r.:1.trv"" t,,,"', ""d.l ,,). brl.' (F'C t:<> F<F') , ,,,,. hYP""$l to" ",,,,.1 r.) : NI,jEi9.<:>247
TJ!SiANCE,(-(or cllrvr.~~, ent.E:'r' ;~ nprh:';lt:; V$' (0.') ~,:ccJ:j I..Is) : ~.::~5
/':I'(C)I"N, (.lr",CI"""<J,T~",E"t'fMjc' '.'I"'d,D",Ir.," '; uVr.:/lnUI'I/Dl: n
DELTA/CENTRAL ANGLE (- if r.:cw) , -94.4943
F'C CHl1RD }~F"d;j I..!::I'IOTH PT NOfnH r.\!~;lT
M~ J.~ ~) 27 '.::':811 3b.fJ13::\ 1097.5flr-U;l 1(172. ~580:;~
{llcLTn Ar<r.: r<p NL1fnH I~A;)T
94 4Q'''311 ~1 . ::.768 1 (I7::';~. 611 ~7_if..4 I 074. ,~'~697
e,"4','7J.,"}":-I: 'fYr.:?\'i Xi~L:,~;;~-:r;:'i,iU",,;J; ~:i>:IoIi,l'iV~,,' 1 .
,-
qr)._(~t;;(1 ;.cJ.:, l.. {, Tr::F'.;r....,:~iCI:~ F'L.I=\T CHEel.; DIEC l~~l J 1(1..,1,).,.9,',
11)--- !':'.'~"1
PAP J ?;I. F'CW'PF'
F~t:d) 1 u~:
Pt-',I) T At r.;.'~:" < F'T Pl?G OF ~~l H:"-}F
t,t!:"! (!:..'n
r(.~Nf3EI'-lT PC-*PI
NF.: 0 ::=j7'1::-:~11
r t~N LEN!:; HI
27. '2()09
T,~~t>IGEl\lT F'r ~'f:'T
SW 86 (J7' ::;nl1
EX 1Ef~tJAI.
11.9'144
FmlM BEAfUNr.4/141~GU, fJ I SH\NeF., TO NOF<TH EAST ELE','
BE. AFo".ING (on 'cur'vps LlSE~~.r'di-:-l br9 (F'C to RP), or. byp.::,ss:; to f?~ilt) : SL'J8!-....OT:V,
DISTf..\NCE (.f:,:)r' c:l_"....\/~-?r-;, nnt _r~. a negr."~ti.vF,~ (..-) I"adil.ts) : 47_41
SW 86 07'3011 47.4100 lCl94.384i. 1025.2786
BEAR:[NG (on c:tJrVeSlJSe radi~l brg (PC to RP), or byp~5$ to 9:4it> SE3.523CI
DISTANCE (for cl~rves, ~nter a negatlve (-) rRdiLls) ~5
KNOWN: Ar~,Chord,Tan,Ex,t~Mitf ord,D~lt~ 7 CA/C/"/E~/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : -84.3033
CHORD BF(G
SW 4.3 52' 14 II
DEI..TA
l--3/~ 30' 3:::", II
U:NCHH
:3~::. ~ 6;~ 1. 3
./
/ 14F,C
V 3~'..I.8741
",(.H).I Ufo';
PT NORTH
1070. 14h7
EAST
.1 (10 1 . 9780
ELE',,'
RP NORTH
.10l:>I5'. 44'[ f3
FAST
1('21,.968.1
1;;1. F.:'"
RI."lJ 11~1.. F'c..nf"
f;[ ::-~r. 52' 30.1
:,,~:~5. O')C)O
FU.\OTA!.. r~F:"F"T
NI~J F:~8 2:::~;" 0311
DEL, DF CUF<VE-.
'229 10' ~:;9h
r1t 0 D"O
1-". 49~4
TI',NGG:NT PC'f:' I
SvJ 1::16 07' :,0 II
T?\I'.I I..ENIHII
'2.? 7,121
T('\I'.1I3F:J,rr ['.'1 ~PT
S","J .j :':~h' ~i7 II
EXTEF(NAI..
8.776:'.
l'T,cm E'C:Ar;:IN(,;/,:;I\IOU: [\15TAI'JC!:: TO NOFiTH !:,AI:;,r f,I.F:::V
BEf',RING (on C:t~II-''''';::H'H l..t~'t"'~'~i.'\c:l.tf\l br-r;J (F'r;l'c- F.:P),. or~ b',1pr:l=:{~;, to c.:',::it> : SW1'.36:)7
DIS.rA~ICE (Fljl" c:I,lr.v~n~ erl'.~~' ~ rl~q&tiv~ (-,) rMdll.I~) ~ 71:I_J7
SW .1' 36'5:-111 7()..l7(H) JOOO.(ll)4l:\ 999~l:lc:;";'4
aE:?W(ING (()(j C:1.lr.V~$ l.,l~idt. I'-,:;id:l.:ll br'c) (PC to ~::"i.t:)
!:LOSUr<E:
SF.:: "7.25' 5::,11 _ (H)46 "( )()_ 1)(100 t (>(J(l. (I(ll)(l
f::r:~r\Cln: "O(l41~\ "'_ C)(I06
HI ~):;;,!,~.:!,
u,r :;t17
N,r:, 1Jf: ~lTMnHIO POINT:
eo O;1J6;O"()1;#30o;;NE37.':~58~lCI3"19~NW52_3tl(12;-89_2]~D;-38.37~3;
~31 .lfSI;J~Y7 . 05213; ,t 4:;;'. :28 ~ ~S\'I ,I .. :-;r,1.~)~:;'7;; 4':1; r.ltJJ8B _ 2"1r.(13 ~ ,t (l ~ Bt)J 1 " 3~.,.I57; (,]~? ~ Sf~8E3. .2:;.o::r.;
82 "'75.77; ; ;
~IAI" CHECI<:
MAX .1 Mlm AI..LOWAl>l, ~ CL,OSIJFm EF<Fi:Ofi:
N,E DF STARTING PDINT , ~306
F'EI1IMErTER
:3f-Jl:l.0255
51:' FT
99::ri'.7t-,'7'[:j
Acm:s /J_......)
~ :?2S5("-,l-i c.. t..PT~ Ib,
(l.(J.1
FF~OM
E\EI~rcTNG/ ANG1.,F.
D.Tf,H)NC~:
TO
Nonnl
~~'~.16!l:3. lA[l9
EI.\ST
5,;?~1.2:!.2" (~6~:j()
90--06(1... ~.~::.Lf-', rr.:r~:R';1CE F'l._AT CHEC~< D I. !.:;C 1,,: I I t (I -. j l)" '=TO
tO~.ln--q()
BACkSIGHT 8EARtM3 :
D(iJH\NCf: N~ 'O;/~:;:.V~;~:, ~(>;. ~~;i;~;t1 v,~ (..) :,,~~~;"~~'~2~''2l(l\;~;'295. 5399
BF.~AR:rNG (011 r:lW'V,=,,=,* use rc~dic"!ll bl-g (f":'C to PJ::') ~ ()r' bypa';<:5 to e:d.t) : l'IW~'Y;~..:::;6(l2
DISTANCE (for cLfrves, ent~r ~ neg&tivP (-) radiu~) : -8~.21
KNOWN. Arc,Chord.T.n,Ext,Mld a~d.D.ltM ? (A/e/T/E/M/DI: D
DELTA/CENTRAL AN~.E (- If ccwl : -38.3745
CHORD F'f<O
NE \0 O~j'05"
L EI~OTH
59. 01 :~:;.:-
I"T
NORTH
~:\C"')l Fl:.~l. '227.1
EAST
t"/2531 3. 8~q ,1
nn..TA
.",',fi 37' 4~';"
ARC
/60. J.45<)
"AnUIS
8q. .'2.1(/1)
fi:F' NClf<TH f,:AST
391819.3085 5Z5224.6t19b
r~AD J !',L F'C.F~F'
NW ~,2. 36' 02"
RAO!~~ RP*PT D83 OF CURVE
I'lf HE.1 4b' 1;:; II 64 1:3' :;31.
TAf\it3r!:NT PC.F' I
NE :::.r.7 23' ~':'8"
rAN 1..EI',181H
01 .2l.;bi~
T(.\I'jGENT PI 'F'.!
N,J I. 1:,. '47"
rixn,mll;1.
;:; ~ :;.:t2(l5
MID or,\)
5.07:'10
ELE'...
ELI:'.',
f,[:,;R 1 I'>IG/ 1;t-\f,I..f;: I) 1: ETI-,Ncr.;: TIJ I',II:W,TH E:Mn ELF:')
BEAnING (LIJ~r r.:l.lrV~':'1::.:. U-r;r',> ri:\clir.;ll l':'lrq (PC t-c' nPJ. {)l'" bYPr1~:;;;;: t.O l?l-:it) : ~,~"'FO..(1~5-;::>;'3
Dr.STI.'.I'jC\" (1<:'1' C:\W.',c<"", e,").YF." ,.:;n(~ll~~tt.'#"f.l (.~) j"",;idJI'\"i;) : '\'~:r...2n
. . .8~'" 87 05' 20" v' ,14::;.. 21::\I)(J -~.q \ CrI.':;,. '"-?:-, l q 525170.. ? 6:'~7
l)r::I-W~lNG ((:on 1;:1.IY'Vl:-?'.ii I..\~;t;:~ r.::cc)\;.~~ tH'"l;.! <t:,.C t~', rW'). ':d~ L'yPe:1.1.;l:,j. to eHi't:) :: SW.1..::;bl;::i7
D1STANCE (.for' c:urvr.os~ p.ntF::r' ir.\ (IrHJ.-\tiv,,:~ (-) r'i-ldiIIS) : 4(1
S~j . 1 36' ~:r'l" V~ .(~n. OO(If'1 ~;.91 7T:~. (1f.:.l7f:1 5'j?~::'j'16('-).. 63:5B
BE-{)nI"'f3 (onr.:l.IFve:;:; LI'iH";~ l"o?'iMi. r"":41 t:q'" (.1 (PC 'r() np). ()r- bypr/l.'5.S t() ewi t,) : 1\IWF)F::..?3tY'"
D:[STAN(:I~ (~or CI,lr'Y~~~. er,lFY ~ "eClal:ive (..) 1'"8diIJ6) 1(',
I\IllJ F.)8 2:-:::'O:~",1I v. 1(1. Cl(J(')l) ~.";t-:;'t7'71+..?i.I,C~B ~Y2:)159.,~")39f:l
B~ARING (~n CLAI'OV~!H lJ~~ rBdi~l brq (F'(: 'to RP), Ol~ by~~n$ .to exi't) : SWl~~65'
DIS~rAl\ICe: <.for'curvE-f.;.,) eny,...r,i rH:'''rJ;':'lt.iv('~ (-.) r'i1d1.Ll!5f) : B9
SW 1 36'5711 ~ 8q.0~(lO 319\68S~2852 ~25,157.1302
BEARING (on CLlrve~ Ll~e r8dial hrg (PC 'to RPl, or bypa~,n to exit) : SF88.230~
DrSTAI'IC~; (f",,- C:LII",,"". ""'>"". .. ""98',1".' (",1 "'"di..",l : 7~,.'77
.. S,E BE~ 23'(\::.~1I V 75.7700 ~:.9.1bf:J:::r.. :l4Ett;. 525232.8701
BEARING (on "l..-"e:;; LI!lI'" r"di",l 1:>1'<;1 ..(F'C t<:'>ij~''''l' or. t,yp".,,,, "" "",l.t) ,
CLOSURE' J
N~J r:16.t.t' 09\\ . 004~, rr.n bE.;..;.. :1 'lF39 5.'25.'232.8656
:"nncm, / -, (1(10:':" . (1(>4:5
1 PART IN 11.~:;1,,(l6
F'F:r~ 1 METER
sr.> FT
ACRES i&r )
~. I" to"")
""~'''';)'_ =#/7
Lor#/h
i'I, E CW STAf::T 1 NO Pr.lTI'rT ,
8;::;. () ~ J ; b; (I. 0 ~ .~ n~!' i 4; ; E,\l-l.)t.t"1 ~ t (lj~. II l ; SW:I . ::~t,\~j7 ; flO "B/~ ~ $;E: 8r~1. ,Z:~:.03; 10 ;SW.1 . ~:;:b57 ~ 4(1;
F34 t+1~lFZb7:, .(J~~;28:; j 4::~;" :29 ~ !.Jt.jF.3e. 461 ::.; '''E)'~. ::, 1. ; .0; ....t (~. ~::,4:'~(f.); NW2 ,1 . 1~lm~~3 ,I 1. (Jb. .t~:~; ~ '
85 w~jW48.1247;13.48;;;
~~j2:t . :;r.90S
l ~~~~~~:2. (:167
, ,., ,.'",","~.,.",.,"~,,-.",~~"'.'~':~'.:"".'
GiiI ~ ~
~
....; TEf~n?;CE Pl..AT Cj."!LCf:: O'!~;C 1::1 '~- l(l-.l('._.<;i'()
C:HECI,
OF ::n AF<1 Hie,) FO J:i'U
'F~,;;. .14
BE::')Fi I !'~GlllNGLE
DISTP,NCE
TO
NDRTH
391 ~'~;9. T;27
E:'.,ST
~,2';-,259.. 4439
ELE"V
BACKSIGHT BEARING :
BEARING (on curves U~e r~(Ji~l brg (PC tn RF~). or bYP~S5 ~o p~:it) : SW6Q
DISTANCE, (-Fo'''' r.:UI'"VE'$, $;'ni~ F.l no'i?q~t;:i'.l~? (..) I....adi us) : Jl)2.41
SW 6r:1 00'0(>11 V j02.4100 :::;9192~_03::'2 525163.8359
BEARINI3(crl ~Llrve~~ lJSe rac'j~l brq (PC to Rf:')~ or t,vpa55 to p):it) : SW1.365"
DIS.TP'NCE (fer' Cl.lrves, E~r")'~-/~r.1 nf19=ltive (...) rf..H:liu~:;) : 0.'.,8.84
5W 1 36'5711 ~ 68.841)0 391854.2196 525161.8948
BEARING (on curve~ LtEe radial brg (pr to RP), or bY~Jass to exit) : 5E8a.23(!~
;D!STANCE...:. (for,:l..w'v~?o~;, ent~:) nl-~gat:ivf? (...) ,.....ildiu:';) : .10
SE 88 2'3'03" ~. 10~OOO(1 3918~3.9376 5~~t'l1.8q08
EtE(.\RTNG (CH1 C':I.I,,'VE-?!:i t.l-:H:'~' 1""~,H:lj ,:'d 1:11'""-;] <PC: t:'-\ F'P)" (')1"" bvp..;.~;s 1:0 E'~~d t) : SW1. ~!.b~/
!)lSTANCE ,(.f or c:urvE'~~:.., en "!;pY' a nF'g~lt i v~-.. (~.) r run us) : 41)
~)i;J J. ~~;6' 5'7 I' V ~.(l. O(l(l(l ~::9 1. 1; 1. ::.. '-)~5,;:.~'5 ~:;;::::;.l 70. '; 629
E.E~,f~;lj\JG (on t:urvr,)!;;:., Uf:.:e t'''Cidiiill hrQ (FC tr~\ r~'F'). ()r~ t)Vp':;;'':''~:;' to eHit) : nf:'::f.17.(I~;::-=:;
()rSTANC[~ (f:t'I"'c:I.'r\n,!l~~, /:o'~n.Y;:-:r' 1.'\ n~:':JrJti'.l'" Coo) '''',:'idiu5) :.14::;.~'2B
. .NF (.'~7 O::l''::tt~" -v 1ll~.:L,~,.IRt)() .:';.91f<?I.7-':::047 =,:;'::-';";1~:!;~::15B::.
EIEI~f,'lNCi (-:'\11 t::I.\I"\N:;'on U!:ir.;\ r',:H:~; .:\1 ljl"(~l (~"i:' ,'" '~.:P,l. ('H- h'!,p:l'~:; t..;') I:\~;:j l) : ~H\J::il:\. 4bl:'",
nlSTnl'JCr: (,Fe,y' c\.lr.....pr.:O'1 pntlf~(, ';'t r.....<;1;.'\'11 (... j J"'':'',r-J'j ll:;') : ,~:;'",:-;.,::~.i
1<1'1()(;Jhl:l .'(.'t1... ':: , Ch."I" f.-:1 , T ,-;'1\ l ::::~., l~, 1 t'j j (~ (\1'" d ~ r)~'.; 1 I:..; ?'. (t.\ /G / r /1::: 11'1 i ()J:' n
J:iELTP,/CEr.!Tf~{ll.. t~NF~L.r:, ( l4' I~CI<J) : -'1.9. ~~..::3l:\ .
P'C
CH(:l1i:I.) (:1f~:(3
r ,i~ ,I 'I t l:l '~:III
LFI'IC.II.I
;;I~I . P.'I ~1 ~",
r,"(
rIOFiT\'!
317l [::'\1 ~ ':::H:~::'.':'
r:-:~;ST
~:i?t::'r~\((7 8 87::i::O:
rn.FV
Crf;'l l'(;
1Ci' 5JI, '3;,S.1I
/. (;f,C
y'" ::-; l ~ (1l)t"II)
f"r.
f'\ICiFi rH
:,';"1J f.:JJ 9. :',j 0:::
E,,:'-:I
'::1 FV
~:j~~~.~;',~:2i~ ~ b'\:~t~l
f,'(.\i.)U'II.. F'GM'i:r"
~;~!J Flfi 4/..... .l:~ rr
fi:MlTUI,;
Ellj. 21 no
RAOTAI ~~'PT oeo OF CURVE
!\IF ,l,8 ~i1 ':;,7" l.iJ. :1:;';'33"
111C, nr-m
.1 , ::;4:~::?
TANr;I::I'IT pCw.p:r
~IW 1 1~:' 47"
TI~I\J I..E:Nr.:lTH
1 ~~i. 6579
T,:,NGr::NT r:-:r ...r:'T
NIAI :?:l 08' ,2~:;rI
(, X n,r~N('\'_
1.3637
Fr~(JM 8E:AfHI'JI'J/AI'IC1I..r:: DH-lTANCE TO I'WfHH lEAST EI,.f:'IJ
BEARING (oncLlrv~s Lime radi~] brg (PC to Rf)), or byp~.~ to Ewit) : NI~21.()B'~
1'r.r:rJ'AI'JCE'(f1~r 1;:I,I""\)l?t~.., f',~nt',p.I" .iI r'\ngli'd:i ve (..,) '''ltHHI.\c.;) .~ 1.(l6.4~;
NW 21 08'2:,~!.lr V 106.4300 39'1'~~SO.7~:.;(19 ~1.;?52b/)'.4920
f)E~Ar-<l~IC,j(o,... r:UJ"VH'$ 1~I!:!lm 1'~~':\dlc\1 bt...\~ (F'e to r.:r:.). ~)r bYP,jH;~ii to "'Hit) : l'JlIJ4B.l~47
DISTANCE (for ~LlrVe$, ent~r ~ n~8~tive (-) rAdil.IS) : 13.48
I'HIJ 4812'4711 V 1.~L4(,-J(Il:1 ~;:CY1."f!:)q;.73:!.:~ 52;3~259.44(19
BEARING (on CLlrve. IJ%~ r~rlt~] brg (PC to RP), or bypas5 to ~.rjt) :
Cl..rJEl\.JFH~ ,
BE 75 04'(1711 ~OC)31 391959.7:~27 52~259.~439
_"""'" ,",.,'..."""".,.,...,.~'....~f~.,..,,...... -
...'
(l(l...t)b() ~':.i-\LJ) TFf;:r-;'~V:::F ~'LAT C:HEC~;' ell ~;c t::~ 1 1 1 ':'1'. 1 f_,1 ..r:~,c.
j (1.-1 o"."q('
r:: ~;;: Fi fl!=~ ~
~h,p
PEF( I METFf<
SiJ FT
1 b.:~5b.. '.37 I 7
~:i:l ~5.. 4-43:2
FROM
BEI',R I ~"31 ANGLE
DISTANCE
NOFiTH
TO
~.91 '12;~,.. O::;;~2::j
_, (,I', "~(',
ACRES / )
.375491 d..err#IB>
EAST
;-5.2::i 1 's:::!... 8~~6'7
EI..E\'
E<ACKS Il,HT BEAfU NO ,
BEARING (oncLlrves Lise rAdi~l brg CPG to RPl. or bypass to e~it) : NW26.2(l
Dr!~'TAI'ICE (.for: Cl\r"Vt?~;, '?tj~.\: ..I" ;\ nF?!g.;.'l.tiVt"" (.-) ri;..diLI5) : l~j
, ,,' Nl.IJ 2b21.) , 00 II 'V,' .1 e,j. OOOi) ~S9 J 1?~};tJ. Wi'E:jC,l 5~Z5 .157 . 1 fJ28
BEARI~IG (on ,cl.lrvas U~e r"~rlial brg(F)C t~ f~F~) !or" byp~s~ to ~Ait) : SW79. JO
D,~STANCE (for cLlrvF':'s, F.!n.t!?r' i-:1 nt,;'lq.:.'lt.ivE ,.~.) r;::~dil..ls) : 1:~~).54
SI}) '-:'9 t (J '00 II ,V'" 1 ~:::-i" ~;t1-0() ,::;r;; t 9l2. Elf:.tO-:; :5250::):\ ~ f~E~();!
8EARl~IG (on CI.lrves 1.1~~ t-~rll~l bra (F'e to RP,. Qr byp~~~ to ewit) : E~EjO"50
0:( ~;rANCl~ (',f 01", 'C:l.lr- v(!:'J';!j, ~:"I'l tF.oI" i!t nr-:'lIJt';l t~ i ''1'1:.<;:;0 (-) ,.. c":\I~ll. 1.1':-') : 7;'2" :;;. 1
SE jl) 50'(H)" ~ 7:2.:!..10(l 3".l}~-141.8~,9(1 52=,C>4"'/.47t1
f.tF.;'AR'CI'H3 (,")1') curv.:.:":~I..lC;f'? I"'i:ldi.,:d 1':)1'"'1 (F'e to F--'F') ~ 01'" bVP'~i'il~ 1:~, e'-:i.t) : NE79.10
DISTANCE (ff)1'"" 'r.ur"V~r,'l~;~ F.ntf?r 'ii, nF.:"(~J;,:d:j \/f' (-) r'';'idl,.IS) : -'2~'=j
KNOWN,Arc.Chord,T.n,~.t,Mid orct,Dplt~ ?IA/C/T/E/M/DI: D
DeLTA/CENTRAL A~IGl.E (- if crw) : -83. (l23(1
Lry,-=#:'19
N,E OF STARTIM3 POINT :
86 O;1;6;O~Ol;#72j;;NW26.20;15;SW79.10;125.54;SEl().5(1;72.31;NE79.1(1~-25:
87 *D;-83~('230;NE86.()730;54.87;NW3.52:~0;-25;t};'.84M3()33;~JE1..3b5'7;4.q4;
88 *SE88.2303;lO;NE1.3657;68.84F;;
MP.F' CI"'H:~CI<
~IAX I~IU~I ALLO~JAI?L.E CLnSUF,E ERF:OR : 0.0.1
N,E OF STARTING PO[~~ #721
Cl-lf..1RCI (,f<O
Sr::; Ci:;.' 21' J511
I.."CI~GTH
:'"'~. .1441.-,
Nor-iTH
:r.91E-l:2.1.6:150
F-T
DI"LHI
Ar<c
. AI. '0"",,'"
V ...()...._,..~,""~l
Nr.IRTH
::::9.1 €141:l. ~:i:=~78
F:P
S~~ n:;;:' ~::.n II
"AD I 1'01, F'C~.r(F'
NE 79.10 '()t)"
f~IW rUB
.25.00Cl(l
r~N) [?IL. Rf:"~I:'T
~'3r:: ::, Ei2' 3(1"
'l"ANGti!i'lT I"C.' I;' I
5f~ j. () 60' OC>"
TAN Lm~GTH
TANGiI,:NT F'(.'F'T
NE C16 C)7' :::':011
22. :I :;:,4";;:
r.,AST
52507::L 71 ~51
EAST
~j:;::~~J(l72. l)2~1...
01::8 OF CLIRVr:,
.229 10'5911
",XTEF<i'JAI_
FJ. :1.906
El. ITIJ
r::1.E ')
~lrTl eIF'D
1..,.2821
r'l'(o~1 ~mAI'<J:i'I(:l/(.,i\lr~l..I" I) [!:rrANCE Tl:l NOFn-H '''(-1ST r::J..EV
DEARINS (on r.::\.lryr:o~' t"Ii!"H':~ rlilr.:li,:ll bl"'r;J (F'e to nF'), c)t" bYP~S'~t.,:, r.o sld,t) : NE86.Ci72:,O
DISTANCE ('For ~Llr.v~B', enter a ne~J~tiv~ (-) r~dtIJu) : 54.87
NE Elb 07':::'(111 V 54.E.~7CI(l ~~9.1825.3,2:::.r.1 ei2~j'1~.)8.45~~7
r;:lEAF<1.NCi (or, 'r.;I.I~"Ym.il t.lli'iJ.'f! r',1diiel'l br"g (I:~r: to F'P) , 0'" byp.ii~i.il t.o. F.!Nti~.) : NW:~r.~5:7.~;O
DISTANCE (for cLlrvss,enter a n~o~tiv~ (-) r~rljl,IO) : -25
~:N(1WN, A,"c, ChQ'"d, T,.n, I;:"'~, ~Ij d o,.'d, Dc"1 !;ill ? (I.vC/'f'JI::/~IJD): 0
---
.
:::::J .;;;:;;;:J :=:J :;::::J :::;:::J
TE'RF;~~CC FLAT CHECt DJ~';'C 1.:'11 lfJ.--jl-I-9(1
~E~~A/CENTRAL. ANGIE (- if ~cwl
..8..1 ''':(l'';~
PC
L HOf~:O [ll=<rj
NE 4', ",2' J 4"
l..ENC;'f/-1
~.::'.. 6'21~.
/ r.,,<C
V ~:;.b~H141
F.r
I'J(lFTH
:::t:l.1849. ~-Ih 1 ()
EAST
~.;':~~. J~;.l . 7 ~,(l3
DELTA
84. ::'0' 33"
FIP
l'IOF\T}.j
3<91850. .2f)~=i9
EAST
52!;:'d 26.7702
fi:AD.!AL F"c.r,F'
NW '?" 52' 301:
raiDI U~3
2::; ~ c)(l1)O
I"AD.( Al. I~F".r"'f OEG OF CURVE:
BE:" E]82~": '0::;" 22q 10 ~59"
rANGI::NT F'C'P I
f\lE"~ f:16 07' .;::0 ,.
T,.',I l.EI'Jl:iTH
2::I,712J
T,.NOENT I" T ,.p'[
NE 1 :C,b' ~',7"
E:XTr.-:R~!AI..
8.77/,3
~
t.:- ~. ,', ~:
EU::'.'
ELE.'J
~II" ORD
6. 4'7'~.9
FROt"1 r<EAfnl'I()/I~NGU~ !) ((,\lANCE TO NOf\TH F.'AGT F.'LE'.'
BEARING (on CLlrV~S 1.IS8 r~di~l bra (PC to RP)" or bvpaffis to Rxit) : NE1.3657
DJSTAI\JCl;~' ('fo,'" C:\\I~'VF.~!;.,.. eny4 /:1 r"/ri!gatl.ve (--) r"adius) : 4.l:J4
NE 1 3b' 57" V 4. 94()(J 7,;:,91 B::tll., 49"/(1 ~~:25151 . Bqq6
BEARING (on c:urves 1.lse r~,li~\ brg (PC tD RPl ,or' bypat;n to ~}:it) = 5E88.23(~3
DIS'TANCE (fc)r Cl.Irve!F., t:'ntl?'" ,.1 li~n;.d:.'\Vf" (-) \"""\-v:liusl : J!)
SE B~) 2-:,' O~;l' V/ 10.. OOi')(l 39'1. F.1~~:;4. '2.1 70 ::;25161.8956
ElEAFOI\IG <on r.:urvF'~, LISP rlf-lgial tJI~(J (PC to FiF'), 0'''' bvp.::~~s t.o,")~.::i.t.) : NE1.::::.657
DtSTAI'ICto:: ('for r.:!.ll'~\li9!:'.! .E'~?-j("G?I~ fi "A9,::ttivf:~ (...) rf~di.II'5'J ; h8..B4
Nf':: .':;~.h'~t7\' tv A~j.E:1400 ~!.9t9.2H:t.,O~':"f6 52~j.th:::';.A~.~67
EHEAj'"~IN1:} (()n 1::I,lt"\lP'S J...1':~P. l"-:.tdl~1l tJI"g (PC t"~~'H' or bV'(i~'~st:;. l".o PNi.t) :
Cl.O$UnE:
NE 0 no' ell) II . (/(l-:\q ,r. ~i'.,~"~~:; 1 A:::,. 8:::'67
r:f-\nf.)I~: (I.. (loon
&r- :ttZD
N,E OF STARTING POINT,
~2, :~~':"~:i ~b~};;i~:~ .~ ~::}'~;}~}i~l~t;I~:~~,;~;~; ~.;,;,;:l~ G!:~'~C;: ~\~::.~:~:;; ~i4; ~Ml (I. eiO; 9 t. 23; Nt7'!. In;
MAF' CHECt': . . ' .. . . . .
MAXIMUM ALLOWABLE Cl.OSURE EnROR , O.OJ
N, E OF r:lTART.! 1'10 f:'O r I'n' 117'20
I f:'(.'.J'1T IN 146'H6
I-lr:m:({3
., '270t:)8:~,
PEl" J MEH,FI
4:1~1~'" t..,l (1:7
SCI FT
17<'.4,777
FROM
m::AfUNG/ANGl.E',
DISTANCE
TO
NCJr,TH
::;:q?O~~~::i. 1:)4.::[.'.;1
EAST
~)~:;j098. 497.1
LLtsr #,~')
f.<r-,C~:8IGHT fll"AR INO :
BEARING (on CLlrves Ll~~ r~dia\ brg iPC to RP), or byp~$S to .~it) : SE26.2CI
OI::~T(~~'ICI:~ (fc)l~ t::l.Il"VIJ~l!:1f f;;)I"l't'.!!'t'- i\ n"'~~)8'L'.'\'Vin (m) rlildillS) ~ t~~;,~" 3
SE ,2b 20'OC)1l ~ 1:";;,2. ~,~(\OO ::r.9.1('P~6. 4T2C'J 5.25.l~)7.t841l
f.1~AF(IN('3 (()n C:~.lr'V':1'$ I..lGn:" r.lldi m:l tll"'l.J(r~C 1:0 r:~F:') I Or' bYI:I.tt'flH t,/) fnd I:) = r~W'Ir.;. 1(1
TlJSTANCE (for cur V F.," , Finyr f) n''',J"t.ivr,> (-I ,..,r1il.lF.l , 125.54
S(.tJ 7("-; :10'00" V .1.'.~~~.5.(~O\) 39\91.:2..e:j77=~; S'.2~~f):;r,~;.f;181E>)
E'F.Ar~ING (on r.'L1rv"" ".,,'" r.or.ll,=,l brCJ we t,,, F~F'), or bY!,""""{) md n : NW.lCi.50
.-
'-
!!II
iE1iZ3
-r-i
-
:,. <f':::,':,;'
90-(1~,c) k'~~LPI TERr-<ACE: FI..r-',T CHECI J)J:::jC l:~'11 1(;---tt) .'-1.1
! (1--1 l)..<:;'
n'(~3T{')f\lCF-" (f(\r C"U/,-\/(~I";;" erd',,"'I- ;;. r-.r:lo.~'~~i v.~ ('h) 1'-, ,,-jj II'::;) . (:J f
BEARING (on CtJr"Y2$ use radldl brq CPC t~) RP)~ 0r bypass to oxit)
DISTANCE (f,":'Ir c.t.lrv",,:;.,e~ntF'r orl nr,:'gativi;i~ (-) ,-arlius) : -.2::,
I<NClWN: Arr.:'1Cho~-d,T~n,E)<t,rLi.d (,rd,J)r::>li,"";:, ,":.' (A/e/T/E/M/D): D
DELTA/CENTRAL ANGLE (- if ccw) : 86.1707
CHOI'lD IJF'O LENGTH
NE 3:2 18' 33" 34. .l90B
DELTI'l / Afi:C
86 17'0711 ~ 37.6491
RACIAL PC*RP RADIUS
NE 77' 10'0011 2~i.OOOn
TI~NGE"IT f"C.1" [
Nl.J .1 0 50' 00 II
TAN LEI'IGTH
2::5 ..L129~'5
I'jE79~ 1 I)
PT 1'1 r;1rnH EAST
39~031.~787 525035.0(IQ6
EI..EV
F<r~' NOfi""n.1 r::?\ST
39?OCI7.1802 525041.2894
E.LEV
F<P,D1f.\I.. m-'"p'r DEO rw CUf':VE
NW .14 32 '53" 22"1 1 C)'5r:-J"
MI I.> CJF<I)
/-..7587
TP'II'~(3~::NT p r.jlf PT
!\IF 75 ';,','/, < 07 II
EXTERNI"l..
9. 262E1
Ffi:011 BE(',R 11'.IG/P,~IG)LE 0 J:!:i"ll-\I'ICE. TIJ I'IOF<TH EAi:iT I::I..FV
DEARr~IG (or1 CLlrves UR~ r~dial brg CPC to RP), or hYr~~s to awit) : NW14.3253
DIS1'ANCE ('f:~r C1JrYe5~ ent~r. a rlega'tive(--) r"acJiIJii) : -3~O
KNOWN: Arc,Ctlord,T~n,E~:t,~ljd ard,O~]t~ ? (A/rITIE/M/D): n
DEI..TI~/CF.:~ITF~('\I., MIGI..F (-. ! f <:COll : -11.4707
r:HI:JF'ID [<FiG
"IF.: 69 ;:;:::: '~:.~:l1
I.ENGTH
h7. '/~387
DEL.T,:.'!
:ll 47' (l711
~IF~r
V".67. F..'7En
Fir-,DTUS
3<:~O. (1(100
FiADI 1.\1. F.'C~RF'
I'M 1'1 '.:.;:'~n"
TANGENT F'C.'.p J
I'JE' 75 27' 07 II
TAN LENL'iTH
:;~4. 1:15')l;":,t
EIEl'lR I NG/ ANGI,.E
(on 1::l.II"VGh; l"I~;"'':l
IHg'rANCE TO
t""11dii~1 brl~ (PC: t:o
743.'2',2I)lt
~ OOtl.1.7
1:""'f<ClR:
F'Af~T :t N 9:;r,2~'22
PER:r ~I[':TEFI
i~!:;4.. 61)'22
F'T
J'.IOF\TH
::'92(l~5~j, (14.~t:.l
E~IST
5'2::-5(1(;>1:1.. :;)01.1=3
EL.r~{i
FiF'
t.JClf"nH
:~;9:?:S~5f).' 7980
EI-\8T
116,;
FiAD J (.,l" riP.. p'r
E:it~ '2/.:1 ~~O' (II) II
TI'\NGEi'lT F'.T ~,r'T
Nffi' 6~r. 40' (11)"
Lcr::J:J:ZI
N,E OF STARTIM9 PCJINT I
91 O;1;6,~.Oj;1000,jOOO;~NE1.431R;150;8E8:S~0915~12(I.b8,
9=2 '~'~3W 1 .. :!;t!)57; .1 2:~;.. U'.7; ~IWBn.. 2:~r,03; ~~3~ ~ ;' ~
58 FT
12f:1rn .1 2B 1
,~
';~l;
~ ~
~~r,.tii.',/j
~~:::::::D;::;:::;:;!
c::::;i
TEr.:F~PjCt: P\.AT CHEer" D1,=-::r 1.7 t.l 1 (1__' {'I'" ~,,<
CHED,.
N,E OF SfAR1!NG FVIN,
I. ,)(11:: , ~ 0\)0
FROM
BEARI ~IG/ANGLE
flISTANCE
TO
~JCtnTH
1 (lO(1 ~ (100')
EAST
.1 000. (lOCH)
EL.E'J
fJACI<SIGI-IT BEArd NO ,
BEAFONG (on ct,rves uSP- radial brC) (PC t.o RF') , or byF'"'sS to e>:it) ,NE1.4318
DISTANCE: Uor' c;...rv,,"" "I";;ler. a n"9ativ" (..) n,di,.,s' , 150
NE 1 43',1811V' j.~I/).(H)()O 1149.9:.:r::~~r. 1004450b6
Bl,-?\RJNG (0" 'OW"V"'" W'''' '''.''Chi.') b'-q (PC \'.0 FW), N' byp."" to e:dU , 51=.8:',.0915
.D.ISTANCE (for' cC\rv""" entg:;.' ". n..,g"'t.; VE' (-) ".,diel".' 120.68
SF:. En ':>9'\;;;" V 120.e,800 Jl:;,~:;.::A75 1124.3262
f!EAfdtJG(on Cl,rves usP radi ,\1 brg (PC to RP). or b',iP"'S" t.o ",;:i t) : SE80.3'140
!)t~)TAI'JCF.~ ('for~(:l.lrV(,.!lI1;~ ent.::OI"^ in Ji1!-?f).-:d:iVf:..'! (~.) r.~~dit.l~) t l~~457
SF.: Be) 39' 4011 1 t~2.~,700 111'74 :'804 1 '235~ 4042
BEARING (0" c;wrY.B uB. rBdi.l ~~g (P8 to RPI, Dr bvp... to exit)' BWI.3657
DISTANCE (.f(')r' Cl,trvf.:'S.. r,.ntpr ;., ne~o.;,ti v[-~ (-) r,::\cI~.I-\$) : 1:;<:~. B7
~-3j.JJ 1 ~~;6'ej7;' / 1'2:-:;;..(:17(:10 ,er':-.i::;.4597,t.X:r,:l.91.'1:;::
BEARING (on cury.. us.r.dl",l brQ IP8 tD RPI, Dr byp..U to.M;tl : NW88.2303
Ofl:;TAI\jCE: (r-Ol" I": I.lrvc.?-:;" r?r\)f'r ~ r"E~gt:"\~:~ \J~\ (.~) r"c.dll.l<:.; I : :::.-:~
NW Sf:J 23'0:::11 /. :'-~?O(lf)l) \tl()u.(,(l1t< 10(lO.0036
f.IlSAFdNO (r.>,... ".I.lrv.'''' us'" r.,,,-1., ",I t,n] (PI:: \:0 F,r-"\, N' l"yp.'l!. to '''I i 1:) :
CLOSLlRE' ~
~)W 6/1, 02 . 'I ~I II . (H)2:;q 1)1)( . (lOOt) 11)(H). 0(1(1(1
ERROR: ,1"'l)lb R0036
1 PAr-IT TN l.fJ7bl',:;
L'-5F ' I "?t 7&r "/3."
N,E OF STA~rIMg PCI~IT
9,-. 0; 1 ; b; (>.01 ; 1 (Ion ,10(0) ; Nt:: 1 . ::-,6~;''l; (30; F,E.SE'.l. :<'3<.-':;; 20; f;l,IJ 1 . 2.',6Ci7; 2. t;; SED!'. 2;;1:>::',;
94 ._25;D;_90;SE8B.2303;?A.55;NE1.365';-~5;D;-90;eWl.3~57,74,78;
95 *SE88.23C~;_115;D;_.0~29;ffidBe.28321-25IDJ-89.5431;NW8B.2303;59.55;
96 *SW1.3b57=_25;D:~9():S~1~3bS':~.5~NWI3B.230'~:20;:=
MAP CHECt< .,.' . . .
MAXHIUM ALLOv)Afi<LE Cl..m;UF,E Emmf,' , 0.C>1
N,'" l:lF STf.\r<THII:J POINT 1 (>()() , 1.0(1(>
f', F,' r MEiEf'
7::;:9. ,t .;t;~('?
,~n FT
ACnE'S
. '7:>;:~709
::;:~04'j'. 474'~:
Ff(Cl11
l::,e::r,R IN8/ANm!...E
DI STA~Ir::E
'fD
t'WfHH
11)\,)i) . (H')(H:J
EA~JT
11:H')0. (:'00('
BACKBIGHT REARING"
BEARING (o~ cwrvrna LI~~~ radi~' brg (PC to RF'), or hypa~~
DlS'TANClE (fo\'" C':l.U"Yl?S, en'r.ar .;'\ rif::-g.;rt:.\vln (R') 1'-I~d.\l..I~S) : eCl
I\IE ! 36' S7" 8(1. (ll)(H) 1079 , 'U~8'.'2
BE~RJ~~ (on cw~v~~umRrBdl.1 b~q (PC to RPI, or byp.US
nISTANCE (-for cI.lrvl:';15, ent,r:",,.. a nt~'r.IMtiv(o'1 (-) r~r.1J'-l!=5) : 20
ElE 88 23'0311 20.ClQ(,O 1(:179.41~42
BEARING (on CU~V~6 u~. r~rll.1. b~Q (PC to RP), Dr byp...
r. D 0,)",; t I , N~! 1 , 36-t"<"7
1 (H),';;" 2558
to ~.lit) = SffS8.2303
1 ()2~~ ~ ~~~4"'B
to.," ,1,\',) : SW I .361::.7
------..._""'-~..""".
-
. _ ---v--.
~";fd>";, ""." ,- ';":~\i">".:i"
9t)'.'C;b~',J J<f-'d,~'1 Tf:nr-.:J:.CT F'iJ~r i",HE>:J Dr'::l: J ;::11 U"I-.I,...9('
1 () J ;1'" r",(,
D:r~:rrf-'lj\Jr..;E (fe'I'. Cl.Il'""v'f'\I,;. ~':;t'l'~>~I(. ~ n(,:'o;i't~~'i '11':" (-"):"',"<(1-j 1.1-:)
t:fl:i:.l';HJ.NG lon C'I.lr'V~:'!~ IJ!:;.:: ",;~.;:'Jl ,.:d br"f:J II::'!:, t.e. Rr--').. or bypa?i's t.Q e,'.:i.t)
DISTANCE <for CLtrVes. enter a n89Ativp (-) rar1iLls) : -2~
I<NO~JN: ~~rr::,Ct1ord,Td"'1E>:I:!Mioi ol"'"r1..Dli-?l t.":l ",'" (~'./(;/TlF./M/J)): 0
DELTA/CENTRAL ANGLE (- jf ccw) , -qo
CHOF:D BF;'G
SE .(r:~ 23' 0:-:;' II
LENGTH
F"f
NOFaH
.1r)~-,j .2"102
EAST
t O'~6. 462"
3~,:i ~ ';;5~3:::.
DEL TI',
90 (H)' 00'1
Pine
~:.f':/ _ 2699
M'P
NOFaH
1 (1"71.." :-::.'f)(;::-;
EAST
:1047.1674
RADIAL F'C>RP
Sf:':: 8[1;;:3' l)~~;1I
F<~iDI U~j
25.000n
RADIAL RP>PT DEB OF CURVE
StJJ j :;;'6'57" 229 10'591.
TANC'lENT PC'PI
SW 1. :3tJ' 5"111
H\N LENGTH
2~5. 1)(101)
TAfJFiFNT PI.PT
SE ef-:J 2.~:.' 0:':;' II
EX TE F~NAL
1 (I. ~:r.~)5~:.
-
I!IiI
!~E a8 ~,2::.l);.
ELEV
ELEV
MID orm
7.3223
FROM BEARING/ANGLE DIsrANCE '.0 NORTH FAST ELEV
f~EAF<TI'JG (()n C:UI"V~'-:; tI1;t;~ r"~r:li,il] t,r"G1 (F~C 1:0 HF'), 0'''' bYP~~'i;'t; to ~?Nit.) ; f-JEI:I:3..231),-:'
DISTANCE (for i.;uY"VF-JP;", ~"'ntf';w ':1 nr,'("loiid:i VP ("'J r.:;\rJius) ; ~~'i. ~':;
BE 8E3 23'0'~'1 59. 55('1() 11:149.5310 1105.9887
HEARJtJ8 '(Oil r.::ur''.'p''s l~~;.if,~ r-ilcliAl br'(J (1'::'C to np) ~ or" bvr,:'~~::;;' t:() e~.~it) : NE,l.3b57
!)IBTANCF.:('fc)r CI.lI'"'VI'~i;~ (-?ntp.t~ i~ rH~qat; Vt? (,..) r'~1(j)_\.rs} ,..',:-".:,
.':I\lOWI\J:, ~)rc,Ch(.'1rcJ,Trnln,E.~ft.,Mici or(I,D€:-lt.~ '? (fl./(:/T/E/t1/f)): f)
DELTA/CENTRAl.. ANGLE (- It ccw) : -90
CHORP r:F<r,
NF'':: 41, :::.tl' ~:j7"
l.fNIJTfI
F'T
NrJFnH
I07::;,,(l J" I
EA['T
.11:"I.bron7
::;~:; . :::'~:j ~:.j .~:
I>El.TI\
I}>l) (JI)' (ll) II
('~Fi'C
~:;o:~. ,~69q
f-:::F'
rmnnJ
1 (17 4 ~ ~j2 J 1
EAST
1.1.06. t-)~~:''f,b
RADl AI.. PC~fi:f"
NE :t ~!.~l' ~~'/ II
Fil~Drl.m
25. Of)(lf)
F~~)O T Pd.. nF',w,r:'T
Sl:~ Ett~ :~~:::, '0::: II
DE:GI OF r:l.lf~VE
2'2(.)> :I Cl '~i!~ II
TANGENT F'C~F'.J
SE 8F.~ :;~:;>' ()';;. II
TAN LENGTH
2:5~ ()(.Jl)(l
TANGENT PI 'F'T
I\I~:. 1 ::'c.) , ~j'7 II
EXTERNAl..
1 (J~ ~~553
ELEV
FROM BEARING/ANGLE DlSTANCE: TD ~~RTH EAST
B~ARING (on CUI~Ven Ui50 rfidial bl~g (PC to RP) ~ or.bYf~~qS tD ~wlt) , 8Wl"J657
DISTANCE (for cL.lr"ves1 pntp" ~ n~oatlve (-) radilJR) 'l4.78
SW t 7.6 ':5"11 7 c1. '. 713(11) 9'JC?(:I":'l~58 :I1~:9.~'7~~1
BEAF'ONr.:; (on C:l..lrVf.Hi l,UH" rvldj .r\l hrg (F.'C to F~F') 1 nr bYPf-I~;~; to SH it,,) = S:1F.f:1F-3. ,':.-~~~O::'
DISTANCE:: ('ro/" t':1.Ir"V(H;, f?t,tfJlr" .a rH~(Jri1l:iv(il (...) r"i;HJiI.tn) : M.t,l~:i
~NOWN, Arc,Chord,T~n,EHt,Mj~ ard,Dmlt. ? (A/C/T/E/M/DI, D
DElTA/CENTRAL ANGLE (- If ccw) ,-.0529
~':_';;'il_ATET\'n~lCF' P~"~T CHECk r'f::;C: 1:.:011 It'I-1(i-
CflClPD PF"G
fJELTA
I) (l~':.i'29"
FlADII'l!. F'c<r~F'
S;E BEl ~.?3' :):~:."
TAt~GENT F'C<PI
E~v.J (36' 57"
1_!.~r,lnTH
!\RC
lB34
F~?\D I US
11.::':;.. (1)(1(\
TAN lENlHH
" (11;.'17
F'l
~.lnRTH
r:"AST
!::,j- t::-l)
np
NOfiTH
EAST
1 2'~4. 529"~
"LEV
9';'~, :3:~:~O
F'''''DI AL RF" F'T DEE' OF CURVE
NloJ B8 213':;''2'1 ~'V'; 49'.2J.1I
T,~~.GE~IT F'I-'PT ~XTERNAL
!:lllJ I 31 '2f--J" O.OOOc)
BEAfi:ING/ANGLE DISTP,NCE TO ~IOr'TH
BEARrl~G (on curY9& Lise r~(jial br.g (PC to RP), cr byp~'!~;
DISTANCE (for curvps, ~nter a neg~tjvp (-) r~diLle) : -75
KNOWN: Ar-c,Ch('rd,'ran,ENt.~!id ord,D~'lta ? CA/C:/T/E/MJD1: D
DELTA/CENTRAl.. ANGLE (- If ccw) -89.5431
EAST ELEV
to exit) : NW88~2832
PC
CHeJl'(D nFlG
NW 4.3 25'47"
D/::I..1'A
89 54' 3:lu
r~ADI AI. PC*RF'
NW 88 2E<' 2;2"
n\NGF:NT F'C*F'1
NE 1 ~;.1 ':28"
I..ENGTH
3~). :~~27:L
AF~C
3c.i'. :r~300
flAlJl U8
2=~1 ~ (l(H)tl
TAN LE:I'IGTI-I
24. c.~bn:.-::
f"T
NOF<TH
I~AST
1 j (15. 2fr!.9
EI.E','
10;:'4. ~5:~~7~
l'if'
NClf':TH
9r:tc;..5475
EA:'3T
1104.5789
EI..E'J
f<P,[1 r (0,1, F<F'''F'r nf,f:) m" CLIRVE
NE .1 3b'~7" 2291(1'5911
I~IIl IjFm
7. .308::?
TI',"IGEN'f F' J:., lOT
NW Sll 2:-~' (J~', II
r::XTr::r,NAL
10.3.272
Fr.;: IJ 11 E.r::AF<J NO/AI'lIJLE tl WTANCE HI ~l(JFnH E!\ST F:'L,F.:V
l::EfiF.:INC, (Or\-CLlrvrHi LIS","'" t-.ndi;::~l br(J (f~'C tr.o RF'), O~ t:lypi'lr;:::; to e,,~:it) : N"'J88.2~~(l:3',
DrSTf~NCI::: (-Fol~ 1::1.,,"'ves, P.11t.;.W i;' nr:~';J~i:i.ve C..,) l"'i;H:I1I~I.S) : ~59.~):::i
NW 8::::123'1)3" ~rlr:y.~e.j(J(l 10::6.21h7 1(14~1."57t."I
BF.~j!\F~rNf:; (c)1") C;1.IrVr::?!5 Ufi.i~'~ 1''',:;11:l'i.r:l1 bl".r,;r (PC to r-~r:'), <;r bYPiilH'n tQ e:,dt'.) :: S"'J1.:!o~)5'7
DIS'rA"'CE (-for Cl.lrVOS, F;.,...t:e:.;'r" ;;., nl?t;Ji,t'iv~~ (-) r"tRdjl.l$) : ''':;.'':'::i
~NOWN: A~~,ChDrd,T~n,Ext,Mld ord,D~lt. 7 (A/C/T/E/M/D): D
DELTA/CENTRAlANSLE (- if ccwl : -90
PC
CHDRD E<F<GJ
f':)vJ 4f:l ~;I..,' ::-i:7 II
DELTA
(}Q (,11) '(:lO"
RAP.! ?lL, PC'FlF'
Sl-J 1 3b':!;'ltl
TANL'l"NT F'C<r'I
~,n,'I"~'~" '1..u'~'''','lI''.'''''','7'J<''''."'tII~II''.I'''f.lJml''l~~''I'' .._~
UiNI3TH
:3~;; ~ :;:.5~':;:;:.
p,pe
3';1. 26(',~'?
F~AO r US
25. ()()()O
TAN L~:~IGTH
f.'1"
EMlT
:t 0'20 ~ (1~):U,
NORTH
:l 0(1 t . 9~~; J, b
r,F'
EAST
1.()1.l.5.(.1~,'27
tKJfnH
1 (1).t . :,~266
RADIAL RF'*P1" PEG OF CURVE
~Jl~J 81;) 2~' Cl~r. II ~:::29 10 '59"
TANI3f.::NT PI.,PT EXTE:;F(N,~1..
Tl:::T..'BACE r"L.j\T C:Hr::,C~':- '()T::)C ;:-1.J 10__1,-.1__1:"';,")
j\Jl.'J P,f3 2:::: '0::',"
:?~-;;.. \)()O(I
SltJ
~'l: ,:, . "'; -; "
1 (l. .S~.f.:;",.,
r.
H,UI'I ca.,p,f..:.\I\JCiII\NtiU, 11[:';\1,1,1('''- rU NfwnH E>.,Sl. E\ E'.'
BEAHIN6 ("n ".\.\r'v'O>'; LI'5'" ,'"di",I bnl WC t.o f^,") , or. t'vre,,-,- tc> e::>1:) : ,:iWl.:36:.,?
DISTANCE (for c:c,rvO?s, ent",'. it n"9".tivP (..) ,-"di"'" : 2.~'
S~J 1 ~:'I.>'~';7" 2.500(' "q9.4:S'2b 1019.997:1
BEAfUNS (on CI..\..-v"" U5" radi"d t>r'g (PC to E'f") , 0"- r)vp","'" to e,,.,itl : NW88.23(13
DHHAN(;I" (.for cc"'v>?",! ,ent"",- " "",<]"U vc., (....) ""ildiu",l : ~~(>
NW 8El 2~'.' 0::." ::<:'). 00(11) 99".'. <1966 100'). 0001
BI"AfUNI3 (01'> cl.l1'V"''' use r",di"l I,.-g (PC to (,;t=') , or byp","" \:0 e:<it)
CLOSURF;;:
~IW 1 41'(I~.;" .00:::4 1000.000(> 1000.0000
E\:n~[lf~: ..~()():!."1 ~t)OOl
I~.j 1 :;;99bC:?
F'[R JI'1ETER
<l7b.. 1()6~j
se! FT
/~B7~). ~1r.l;;.4
ACRES .t..- _ '
. 111931 i..l.6T" ,~g. )
----
1&::r "13"
".'--'."'---
STAFF REPORT
FOR
KALA ESTATES
I. GENERAL BACKGROUND
Applicant: Kala Point Development Company
Applicants Representative:
Bill Lindeman
Legal Description:
Tax 2 Parcel 001263004; Tax 16 Parcel
001263005; Tax 10 Parcel 001263013; Tax 11
Parcel 001263017;. Tax 12 Parcel 001263018; Tax
13 Parcel 001263019; Tax 14 Parcel 001263020,
within a portion of the southwest 1/4 of the
southwest 1/4 of Section 26, Township 30 North,
Range 1 West, WM.
Proposed Action:
Preliminary long subdivision approval to
develop a twenty-one (21) lot subdivision.
Twenty (20) lots are proposed for single family
residential. One (1) lot is proposed for
commercial.
Variance Request:
Allow the access roads as private. designed and
constructed to a reduced l'ight-of-way width, of
thirty (30) and twimty-five (25) feet .with a
pavement width of twenty-two (22) and twenty
(20) feet.
Current optimum Land Use Map Designation: Residential.
II. PROJECT BACKGROUND INFORMATION
a. Location: Approximately 1 1/4 miles east of the .:1efferson County
International Airport and one (1) mile southeast of the Old Fort
Townsend State Park.
b. Site Size: Nearly 9.3 acres.
c. Existing Land Use: The proposed development parcel is
undeveloped. with the exceptiC1n of Kala Point Development office
building.
d. Surrounding Land Uses and Densities: The al'ea to the west and
northwest is pl"tted/developed as single family residential lots.
Area to the north and east is developed as condominiums and a
clubhouse. The area to the south is undeveloped.
e. History of Recorded Actions: The Kala Point development is a
planned unit development consisting of a total mix of 620 single
family and condominium units including recreational amenities
situated on 360 acres at Kala point. The proposed development
site was originally planned for forty-two (42) condominium units
on 4 1/2 acres and commercial development on 4 1/2 acres.
f. Site Conditions:
1. Soils: Consielts of sand and gravel.
2.. slope: Gentle slope toward Port Townsend Bay of four (4)
to eight. (8) percent.
3. Hydrology: Site. is approximately 600-BOO feet from Port
Townsend Bay. l.fo natul'al drainage channels exist on the
pl'operty.
g. Public Service and Facilities (availability)
1. Water: Plans propose connection to the Kala Point Water
System.
2. Sewage: On-site septic tanks with community drainfields.
3. Fire Protection: Fire District No. 6 (Cape George) would
provide fire protection services.
4. Access: Development parcel fl'onts on Kala Point Drive and
Sailview Drive. Both are platted streets with si:;;ty (60)
feet of right-of-way. Private access is proposed to the
twenty (20) residential lots. Access to lot twenty-one (21)
(commercial) will be from Kala Point Drive.
h, Improvements and Design Specifications:
1. Lots:
a. 6.64 acres (71.4 percent of the total) are allocated
to lots.
b. The minimum lot size will be 10,695 square feet; the
maximum lot size will be 32,265 square feet (lot
twenty-one commercial). Average lot size will be
13,778 square feet.
c. The gross density of the subdivision will be
approximately 2.26 units per acre.
2. Roads:
a. 1,570 !:tneal feet are allocated to private roads,
including the lot access tracts.
b. Approximately 1.3 acres (14 percent of the total are
allocated to the proposed private road system.
3. Dpen Space:
a. 1.36 acres (14.6 percent of the total) is allocated to
open space,
4. Water Supply: The water supply to each lot will be
provided by the Kala Point Water Company.
5. Sewage Disposal Method: Each of the twenty (20) lots are
proposed to be served by individual septic tanks connected
to a community drainfield and will require sewage disposal
permits from the Jefferson County Health Department.
6. Fire Hydrants: Three (3) fire hydrants will be located
within the subdivision in such a manner that each lot will
be no further than 300 feet from a hydrant.
III. APPLICABLE GOALS AND POLICIES
a. Tri-Area Community Development Plan as a special chapter to the
Jefferson Coun~v comprehensive Plan.
1. Chapter 6, "General Goals and Policies" pages 18-19.
2. Chapter 6, "Residential Development" pages 20-23.
3. Chapter 6, "Community Facilities and Services" pages 33-
34.
4. Chapter 6, "Motorized Transportation and Circul.!ltion" pages
39-41.
b. Jefferson County Park, Recreation and Open spac::~ Plz:.r1.
1. Chapter 5, "Goals and Policies, pages 30-31.
2
f
IV. APPLICABLE ORDINANCES
a. Ordinance No. 1-75, As Amended, Jefferson County Subdivision
Ordinance.
1. Section 6, "Long Subdivisions" pages 17-25.
\'. AGENCY RESPONSES
a. The Jefferson County Planning and Building Department found the
proposal consistent with the platting requirements of the
Jefferson County Subdivision Ordinance, except for the following:
1. Proposed roadway design is inconsistent with county right-
of-way and pavement width standards for public or private
roadways.
b. The Jefferson County Public Works Department submitted the
following comments:
1. The right-of-way width on Kala Estates Drive should be a
minimum of fifty (50) feet as allowed in ,the development
ordinance. The right-of-way width on Tract A, B, C, and F
should be a minimum of forty (40) feet.
2. The minimum dimensions for the hammerhead turnaround
should be eighty (SO) feet by twenty (20) feet.
3. A center line profile shall be .required for all roadways.
4. The minimum roadway design for long, plats is twenty-four
(24) feet wide with twenty-four (24) feet of pavement width.
5. This plat would generate approximately 130 to 200 vehicle
trips per day.
c. The public Utility District # 1 of Jefferson County stated that
the project is not in theil.' service area and they have no
objections.
d. Jefferson Transit submitted the following comments:
1.
Higher residential densities result in larger shares of
person tr:l.ps being carried by public transportation. A
threshold of seven dwellings per residential acre is often
used as an industry indicator of minimum. residential
density necessary for supporting successful fixed route
transit. Any incree>.se to the residential density of the
proposal will enhance the long term potential for public
transportation.
Street networks with many cul-de..sacs that contain no
quick, convenient access to an arterial street will never
be served competitively by transit. We recommend. that
provision be made for a convenient pedestrian walkway
between Loto 2 and 3 and 6 and between Lots 6 and 7 to
permit residents of this subdivision to access Kala Point
Drive on foot where transit service could be provided.
Specific provisions for pedostrian amenities such aa
covered walkways, passenger shelters (e.g. on Kala Point
Drive) and crosswalks will, in the long term. encourage use
of transit.
2.
3.
e. Fire District # 6 submitted the following comments:
1.' The hammerhead turnarounds lack sufficient area to turn
a fire truck around.
2. Proposed name of the private road (I<:ala Estates Drive)
resembleo Kala Point Drive, a bordor,tng street.
3
I"""\!"_,, r.'-l''''''''f'.''.";'I._ ""''''''.~'I'1'Alf~J'III~m~.,~
f. The Jefferson County Health Department submitted the following
comments:
1. The plan calls for a mix of on-site systems (Lots 10-13)
and a cluster system for the remaining lots. In addition
there are reserve areas set aside for one commercial lot
and two existing condominiums. The community soil
absorption system will be installed by the developer.
Individual property owners will be responsible for
installing septic tanks and pump stations where required
as well as obtaining health department ISDS permits.
In general this office does not have a problem with the
preliminary plan. Soils in the area are suitable for adequate
sewage treatment and there is enough area for installation.
Details of the sewage system design are currently being worked
out between the designer and this office.
VI. OTHER RESPONSES
a. Lawrence Merlino. adjacent property owner of a nine (9) acre
parcel stated they constructed their home with the
understanding that there would be no commercial use at the Kala
Point community. They object to the commercial portion of the
development.
b. Bjarne Syltebo, president of the Board of Directors of the Kala
Point Village Association, representing the adjacent time share
owners at Kala Paint, indicated the Association is currently
discussing several matters related to the development with the
developer. He stated the following:
1. A structure off the on-site manager's house which has
existed for many years is not reflected on the preliminary
plat design which the developer contends intrudes on the
proposed Lot 20. We are now discussing the status of that
structure with the developer.
2. The Association has an easement for reserve drain fields
in the area which I believe are shown as Lots 10-13 on the
preliminary plat. We are now discussing the relocation of
those reserve drain fields to Tract E of the proposed plat.
3. A horseshoe pit and footpath and lighting maintained by
. the Association currently exist, in the areas of proposed
Tract E and through Lots 10-13. We are nOVI discussing
their relocation as a consequence of the plat.
We fully expect these matters to be worked out between the
Association and the developer.
VII. FINDINGS:
Tile preliminary findings and condit.lons regarding tllis application havo
been prepared by stoff for consideration by tile P1al/ning Commission. Any
of those findings or l'ecoinmended conditions which follow may be ndopted,
rejected, .or modified by the Plal/ning Commission based upon testimony or
evidence presented during tho course of tho pUblic hearing,
The proposed subdivision has been made
County SUbdivision 01'dinance and is
review criteria of Section 6, "Long
identified .1n "Agency. Hesponses, Planrl.ing
comments, the proposal is. consistent with. the
4
of' . ..
,. '-\0 I I' .
A. variance is requested from Subsection 6.203 (3, 4, 13, and 14), pages
21-22, requiring that all long subdivisions shall be served by a
constructed and maintained public road. The variance request is
subject to the cdteria of Subsection 10.302 and 10.401, pages 39-40.
The proposed development was reviewed in accordance with. the
Washington State Environmental Policy act by Jefferson County as the
lead agency. A determination of non-significance was issued on June
11, 1990 declaring' that the anticipated environmental impacts were
adequately addressed in the environmental checklist and preparation
of an environmental impact statement was not necessary.
The Tr1-Area Community Plan Optimum Land Use Map designates the site
including the surrounding properties as "residential." The proposed
subdivision. project conforms to the density requirements of the
designation. "Residential" allows a density of up to four (4) dwelling
units per gross acre.
The proposal is consistent with the' applicable goals and policies of
the Tri-Area Community Development Plan, as identified.
Notice of. the preliminary long plat was made to applicable agencies
and adjacent property owners within 300 feet of the project site.
Notice of the public hearing scheduled for June 27, 1990 was made by
publishing a legal notice in the June 13th and June 20th, :1.990 edition
of the port Townsend-Jefferson County Leader, posting the site with
notices, and notifying applicable agencies and adjacent owners by
mail.
STAFF.RECOMMENDATION:
Approve with the following conditions:
a. The roadway serving the long subdivision shall be dosigned and
constructed, as amended by variance, to the requlrements of the
Jefferson County Subdivision Ordinance and the Jefferson County
Public Works Department. A final road construction plan must
be submitted. and approved by the Public Works Department prior
to construction.
b. Easements for utility installation and maintenance will be
provided adjacent to both sides of the private road. The nature
of these easements shall be depicted on the final plat mylar.
c. Direct aCCeSS from Lots 1,2,3,6,7 and 20 onto Kala Point Dr.ive and
Sailview Drive is not permitted. The access restriction shall be
depicted on the final plat mylar.
d. A final drainage control plan shall be submitted to and approved
by the .Jefferson County Public Worl(s Department prior to
construction and plat finalization. The post development rate
of storm drainage runoff shall not exceed the pre-development
rate of runoff unless approved by the Publ:lc Works Department.
e. The minimum dimensions for the hammerhead turnarounds will be
twenty (20) feet by eighty (ao) feet. Parking within the
hammerhead turnaround areas shall be prohibited to ensure
adequate accetls for emergency vehicles.
f. The water system extension shall be designed and constructed
in compliance with tha rules and regulations and standards of
the Jefferson county Health Depal"tment and the Washington State
Department of Health. ThelJystem shall be },netalled E\\1d
certlfied prior to final plat approval.
5
g. The design and installation of .the. sewage disposal systems for
all lots. shall be .in accordance with .Jefferson CountY Health
Department and Washington state Health Department requirements.
h. l?rovisions shall be made to dedicate the open space to the lots
within the plat and the nature of this dedication be shown on
the. final plat mylar.
i. l?rovisions for maintenance of the private roads shall be
included within the covenants and restrictionS specific to this
subdivision.
Residences and other. structures within. the project will be
located in such a manner that will not significantly block views
from adjacent properties.
l?LANNING COMMISSION RECOMMENDATION
The .Jefferson CountY Planning commission reviewed the proposal at the
publiC hearing on .June 27. 1990. Bill Lindeman spoke on behalf of the
proposal. The commission reviewed the variance request to deviate
from the road construction standards for long subdivisions and to
allow a. private road instead of a public road. . After a review of the
various criteria. the pu1:>lic testimony, agency responses and the staff
report. the commission deli1:>erated on the proposal.
The commission, by consensUs, amended recommended condition "b" to
read:
"Easements for ingress and egress. utility installation and
maintenance consisting of ten (10) feet on each side of Kala
Estates Place (except where abutting Tract E) and seven and one-
half (7 1/2) feet on each side of the hammerhead access lanes
will 1:Je provided, The nature of these easements shall be
depicted on the final plat mylar."
The commission. by consensus, then deleted recommended condition "j"
and substituted the following condition in its place:
"The propos"d name of the local access street (Kala Estates
Drive) shall be changed to Kala Estate Place." ,
The commission. 1:Jy formal motion and unanimous . vote. adopted. the
findings and recommends preliminary long plat approval of Kala
Estates, including the private road and design standards as per the
amended conditions.
BOARD OF COMMISSIONERS ACTION
One July 2. 1990. the .Jefferson County Board of commissioners reviewed
the Planning commission recommendations for preliminary plat
app~oval. The Board reviewed the effects of building setbacks from
the ten (10) foot easements on 1:Joth . sides of the proposed private
road. The Board concluded that the easement should 1:Je reserved for .
utility installation and maintenance purposes and revised the.
condition accordingly. . .
The Board then gr.anted preliminary plat approval of the. Kala
for subdivision. su1:Jject to the conditions. as amende.:1.
FINAL PLAT REVIEW
NOTE:
'l'he appl.icant haa rev.1sed the name of Kala Estates to Kala
Terrace.
6
.-
/d.
CONDITIONS OF APPROVAL
KALA ESTATES
a.
The roadway serving the long subdivision shall be
designed and constructed, as amended by variance, (private
access road with thirty (30) feet right-of-way wi th
twenty-two (22) feet wide pavement. internal lot access
right-of-way of twenty-five (25) feet with twenty (20)
feet wide pavement), to the requirements of the Jefferson
County Subdivision Ordinance and the Jefferson County,
Public Works Department. A final road construction plan
must be submitted and approved by the' Public Works
Department prior to construction.
Easements for utility installation and maintenance
consisting of ten (10) feet on each side of Kala Bsta-t<1>G T~,1~ [)e,
~ (except where abutting Tract E) and seven and one-
half (7 1/2) feet on each side of the hammerhead access
lanes will be provided. The nature of these easements
shall be depicted on the final plat mylar.
~ b.
j c.
Direct access from Lots 1.2.3.6.7 and 20 onto Kala Point
Drive and Sailview Drive is not permitted. The access
restriction shall be depicted on the final plat mylar.
le.
A final drainage control plan shall be submitted to and
approved by the Jefferson County Public Works Department'
prior to construction and plat finalization. The post
development rate of storm drainage runoff shall not
e1:ceed the pre-development rate of runoff unless approved.
by the Public Works Department.
'!'he minimum dimensions for the hammerhead turnarounds:,
wUl be twenty (2D) feet by eighty (80) feet. Parking
wi thin the hammerhead turnaround areas shall be
prohibited to ensure adequate access for emergency
vehicles.
f.
The water system extension shall be designed and
constructed in compliance with the rules and regulations
and standards of the Jefferson County Health Department
and the Washington State Department of Health. The,
system shall be installed and certified prior to final.,
plat approval. . .
The design and installation of
systems for all lots shall be
Jefferson County Health Department
Health Department requirements.
h. Provisions shall be made to dedicate the open space to
the lots within the plat and the nature of this
dedication be shown on the final plat mylar.
g.
the sewage disposal
in accordance with
and Washington State
i. Provisions for maintenance of the private roads shall' be,
included within the covenants and restrictions specific';,
to this subdivision.
./j. The proposed name of the local acce"::J street
Estates Drive) shall bl!! changed:to Kala Estate
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC VIt1R*S.OI
S'ci,S(~
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r_./,~~~ ;~:~ ~
1820 Jefferson Street
P.O. Box 1220
PorI Townsend. WA 98368
(206) 3B5.9160
-,.""", "~'"'""~'''''''''"'''''.'''''''''_.- .-
Gary A. Rowe, P.C., Director
Robert G. Nesbitt, P.E.., County Engineer
MEMORANDUM
TO: Planning and Building Department
FROM: Public Works Department
DATE: November 14, 1990
SUBJEC"r: Kala Terrace final plat approval
Public Works has the fOllowing comments on the conditions of approval for final plat
approval for Kala Terrace:
Item A:
Item B.
Item C.
Item D,
item E.
Item J.
The roadways in the plat have been designed in
accordance with the variance for private roads. All
construction, except final paving, has been completed,
Paving has been held up by weather and will be completed
prior to final approval by the Board of County
Commissioners. No security for the completion of the
paving has been submitted, A condition of the final
approval by the Board of County Commissioners shall read:
"Before final approval, the paving shall be completed or a
security shall be on hand at the Public Works Department
for 200 per cent of the estimated cost of paving",
Easement provisions as required in conditions of approval
have been shown on the face of the plat.
Access restrictions have been shown .In the general notes
on the face of the plat.
A IInal drainage control plan has been submitted and
approved, and construction has been completed except for
work done during the paving stage,
The turnarounds have been designed to 200 feet by 80
feet.
The proposed road name on the final plat, "Terrace Drive",
is acceptabie to Public Works,
10(,<', nNyCItJ:1 PapN
..
JEFFERSON COUNTY PLANNING AND BUILDING DEPARTMENT
PO BOX 1220
PORT TOWNSEND, WASHINGTON 98368
206-385-9140
NOTICE OF APPLICATION FOR A LONG SUBDIVISION
Attached is a copy of an application for a proposed long subdivision of a
parcel of land that is adjacent to your property. If you have any
questions 01' wish to comment un the proposed subdivision, please write or
telephone this office by tJ, /11ILq/) ,-
JEFFERSON COUNTY
LONG SUBDIVISION APPLICATION
The Washington State Boundaries and Plat Act (RCW 58,17) requires
that divisions of land for sale or lease comply wi th the provisions
of the Jefferson County Subdivision Ordinance. The purpose of this
act and ordinance .is to ensure that potential purchases have lots
with adequate access, water supply, sewage disposal, legal
description of land, etc., and the general taxpayers of the county
will not later have to unnecessarily contribute toward those
development costs. The ordinance requires that long subdivisions
(the division of land into five or more lots, tracts, parcels,or
si tes) wi.thin the unincorporated area of Jefferson County be
reviewed with criteria established by the ordinance. A parcel of
land eligible for long subdivision includes commercial, industrial
or residential land users).
APPLICANT: KALA POINT DEVELOPMENT COMPANY
ADDRESS:
260 Kala Point Drive
TELEPHONE: (home) 385-2689
(business) 1R'-7Rhh
AUTHORIZED REPRESENTATIVE: ~ill LiDdeman
ADDRESS: same
TELEPHONE: (home)
(business)
DIRECTIONS
.. Answer aJ 1 questions completely. (Please prin t o.r type.)
Contact the Jefferson County Planning Department for aid in filling
out this application and for instructions on further administrative
procedures required to complete its processing.
.. Attach any additional information (reports, studios, maps,
illustrations, leases, pArmits, etc,) that may further describe the
proposed development or may be required by Jefferson County, in
addition to the preliminary or final plat.
o .. Check with appropriate agencies to determine if the proposed
developmez;>t requires additional permits or approvals. An accepted
plat under the Jefferson County Subdivision Ordinance does not
excUse a developer from complying with other local, state, federal
ordinances, repula tions or statutes appl icable to the proposed
development,
PROPERTY DESCRIPTION
GENERAL LOCATION: Approximately 9 acrea off e~ '0 Keln Pn'"t
oro.1 ect
LEGAL (from property talC statement): 'fax 2-001263004: Tax 18-0012h3005.
Tax 10, 11,12,13,14 - 001263011 1017, 1nIR,1nI9.'020 '
OWNERSHIP:
Applicant: ~ Owner
o Lessee rn Contract
Purchaser
Owner (name and address):KalnPoint Deve1npmo,,'
_~~~~rts International. Inc.
o Other
(Identify)
Ci,mpnnl' and
SUBDIVISION DESCRIPTION
SUBDIVISION NAME (if known): Knln Estntes Plnnned Untt Davel.Q.wru:..nt
\P'U D )
LAND USE ~identHyas commercial, residen ial, industrial,etc.)
. 0 lots RaeidantinlSinRla 'nmil :1 Jotcommopctnl
APPLICATION IS FOR
[Jl PRELIMINARY PLAT
OF I NAL PLAT
LI.NDEMAN, l'~ESIDENT
COMl'ANY, GENERAL l'ARTNER
DEVELOl'MENT.'COMl'ANY a
Limitedl'artnershiP'
,-
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Jefferson County
BOARD OF COUNTY COMMISSIONEflS
Port Townsend, Washington 98368
. Phone (206) 385.2016
~ARRY w, DENNISON. DISTRlt:T 1
1l.G. SROWN, DISTiller 2 '
GEORGE C. BROWN. DISTiller 3
DETERMINATION OF NON_SIGNIFICANCE
AND LEAD AGENCY STATUS
DATE: 3une 11. 1990
FROPONENT: Kala Foint Development Company
FROPOSAL: The proposal is to develop a twenty...one (21) lot
subdivision on approximately nine (9) acres. Twenty (20) lots will
accommodate single family homesites. one lot is designated as a
commercial site for future construction of a development company
sales office. Lot sized range from a minimum of 10.695 square feet
to a maximum of 32.265 square feet. over fourteen percent (14.5%)
of the entire project will be dedicated as open space. All
homesites will.be served by community water. community drainfield.
power and telephone. All streets will be private.
LOCATION OF FROFOSAL: The project site is within the southwest
qllarter of the southwest quarter of Section 26. Township 30 North.
Range 1 West. WM.
NOTICE OF LEAD AGENCY: 3efferson County has determined that it is
lead agency for the above-descrit~d proposal.
"pi.'
NOTICE OF NON_SIGNIF\CANCE: ,Jefferson county has determined that
the above-described proposal would not have a probable significan.t
adverse impact on the environment. and an environmental impact
statement is not required under ReW 43.21C.030(2)(C). This
decision was made after review of a completed environmental
checklist and other information on file with the Jefferson county
Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County will not act on the above-described
proposal .for at least fifteen days from the date of this
determination. comments must be submitted by WEDNESDAY, JUNE 27,
1990 to the Jefferson County Planning and Building Department (FO
BO~ 1220. Port Townsend. Washington Q8368). '
George C. Brown. 'Chairman
3efferson County Board of commissioners
c:
Washington !state Department ,of EcologY
Washington state Department of Natural Resources
Washington state DepElrtment of Ileal th
Washington state Department of Wildlife
Wash:l:ngton stute Department of Parks and Recreation
3effer~0" county Health Department
3efferson.County public Works oe~artment
3efferson. county Pub11\~ UtiJ.i ty Di..f:rict #1
port Townsend School District
~ire Protection District 6. Cape George
point No point Treaty coun~i~
port Townsend-3efferson Co' ,:;ltV Leader
Kala point Development Comp~ny
r
JEFFERSON COUNTY
ENVIRONMENTAL CHECKLIST
The State Environmental Polley Act (SEPAl. RCW 43. 21C. requi res all governmental agencies to cons Ider the environmento I lopacts
of a proposal before making decisions, An environmental impact statement (EIS) must b. prepared for all proposals wIth probable
signifIcant adverse Impacts on the quality of the environment. The purpose of thIs checklist is to provide lnforoation to help
you and the agency identify fmpacts froo your proposal; reduce or avofd lopacts from the proposal, If it can be done: .nd help
the agency decide whether an. ElS fs required.
, 1
PROPONENT:
ADDRESS:
KALA POINT DEVELOPMENT COMP;MV
260 Kala poi~tDrive Port Townsend"VA 98~68
TELEPHONE: (home I 385-2689
(busine,,,sI385-2866
AUTHORIZED REPRESENTATIVE/CONTACT:
Bill Lindeman
, 1
Same
(business)
,,' .
DIRECTIONS
This .checklist asks you to describe some basic information about your proposal. The
questions apply to the entire proposal, inclUding those phased over a period of time
or on separato;> p';\rcels of land.
Answer each question accurately and completely .'to 'avoid unnecessary delays in
processing this checklist. If YOU do not know an, answer, .write "unknorln," or if a
question does not apply, write '),1ot applicable." ,. , "
, \'~'"
Answers to some questions may require. special expertise ox' technical assistance from
qualified persons. The cost of obtaining such information is the responsibility of the
proponent. . .
). !
Attach nny.additiona11nformation (reports, studies, maps, illustrations, leases, permits,
etc.) that may fur.ther describe the proposal or be required by Jefferson county.
Contact the Jefferson County Planning and Building Department for assistance in
completing the checklist and for information on the administrative procedures for its
processing.
PLEASE PRINT IN INK OR TYPE EACII ANSWER. DO llOT WRITE IN :plE AREA DESIGNATED
'!EVALUATION.",
PROPOSAL AND PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose):
A planned unit residential dev~lopment ~i~e~'on 'a
within the bound~rie~ of the master pl~nned Kal~Pciint Project: This
'PUDwil~ con?:i.si: of 20 single family hon1esites ,'. one commercial site
(~ppr'ximai:el~'3/4 of an acre) which currently houses the Development
CO~~H1.uyoff,icGG t-o the right of the 'I i ;,': I
Kala~',It Gate and a l';~een"
bolt area which will contain active and reserve drainfields for the
majority of units.
All strsets will be private.
Prop,arty was originally
planned for 1,2 condominium Units on 1,1, acres and.
, commercial dovelopment
on 'l.~ncres.
PROPERTY AND AREA DESCRIPTION:
Address:
Block:
Legal (from property tax statement): Lot:
subdivision:
Tax Parcel:
,Quarter'sections:
'I"~
Section: 2 6
TAX 2 18
Number: 00126:J004-~ 3iit'i, T
TownshiP: 30N Range: RIll
10,1.1" 12 13 14
1n'~ 3017, 3018, 3019. 1020.
Land Area (dimensions): Irregular shape approximately 9 Acres
the location. physical characteristics,
affected; include all factors that will give an
property and its environment:
The. pr6pertyis bounded b.~ Kala Poin
Kala Foint Village Condominium Development
and ex~ent of land area to be
accurate understanding of the
Sai1vie~ Drive T
and the boundarv linP
of Kala Point which is the South ] inp"ofsection 26 T30N RIll.
..,
the proposal, including phases):
19 O. Development June/Jul
SCJ:lEDULE (beginning and ending dateS of
Preliminary Hap approval June 6
Final map approval september 5th
expansions, or related activities or plans by
OVERALL PLAN (desci-ibe future additions,
others that may affect the proposal):
This is the f:I.na1long plat for
the Ka
/',. ,. \ ,.
~
REQUIRED APPROVALS (all local, state, and fedel'al approvals required for the completions
of this proposal and if any approvals are pending that are related to the proposal):
Jefferson County _ 'relininary and Final plat; Jefferson Count
Department- Septic Permit; Waahington Stotp 1)ll~H - Water line
ENVIRONMENTAL DATA (any existing or proposed environmental information such as
studies. or documents related to the proposal):
1. KalaPotntEIsontota1'property' ~ 1975
2; Letter review 11/4/81 from Jefferson Call
3, .Letter' fro,m Jeffer.on County Plannin" Dennrf"mpnr "J?] J4.O
4. AgrllementbetweenKPDC ;a~d Jefferson COllnty dated 11/19/81 snel
recorel.eel. in, VCJlulIle 157, :.?,ages ' 57 166 d f f
. _ recor ~ 0 Je ferson County,
-2-
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, "
'.
=
t . t . ~. '0:- . -i . ~ ',)., " ,.J.. ,-."" 1I '" .
EARTH
ENV~RONMENTAL COMMENTS
EVALUATION
1. Check the item that describes the site:
o flat U rolling 0 hilly 0 steep slopes
o mountainous 0 other:
what is the steepest slope on the slte? Identify the
approximate percent of the slope:
what general types of soils are found on the site
(sand, gravel, peat, muck)? If you know the
classification of agricultural soils, specify them and
note any prime farmland: Primarily sand & "ravel
Are there surface indications or a history of
unstable soils in the immediate vicinity? If so,
describe them: NO
Describe the purpose, type,
quantities of any filling or
Identify the source of the fill:
8 ra'<4din~ for roads
and approximate
grading proposed.
No fill - li~hL
Could erosion occur as a result of clearing,
construction, or use? If so, generally describe it:
No - any cleared areas will be reseeded
\ .~i~,
About what percent of the site would be covered with
impervious surfaces after construction of the
project (that is, asphalt or buildings)?
A~proximately 23%
Describe proposed measures to red\tce or control
erosion Or other impacts to the earth, .if any:
All structures will be guttored and disioated
unoerground. All road shoulders will be
ditched and planted.
AIR
what types of emissions to the air, if any, would
result from the proposal during construction and
when the project is completed (dust, car odors,
industrial wood smoke)? Generally describe. and give
approximate quantities, if known:
Not: siRn1fil"nn~
I
10,
Al'e there any off-site sources of emissions or odors
that may affect your proposal? If so, generally
deacribethem:
(
Non"
-3-
c/f'7r c4/LJ OF S/7c
/0% S~Q/G
Pt;TeIVT/;/L.. .7e.U,oO/f,f-€y
,.eeO'S/()N /./SS()/t:.'G>
;J;r!'G; ex ~(J' c-o.
11. Describe proposed measures to reduce or control
emissions or other impacts to the air, if any:
NONE
12.
WATER
Surface Water
Is there any surface water body on or in the
immediate vicinity of the site, including year-round
or seasonal streams, salt waters, lakes, ponds, and
wp.Uands? If yes, describe the type and provide
names. If appropriate,. state what stream or river it
flows into: Kala Point"is' bordo'rp.tt on nnA airl...
by Admiraltv Inlet
Will the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach available plans:
-~
14. Estimate the amount of fill and dredge material that
would be placed or removed from the surface waters
or wetlands and indicate the area of the site that
would be affected. Identify the source of the fill
material: NONE
15. Will the proposal require surface water-withdrawals
or diversions? Give a general descriptio I} ,a'Pd,
identify the purpose and approximate quantit,lt.'t,' if
known: NO
Does the proposal lie within a loa-year flood plain?
If so, note the location on the site plan:
NO
17. Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge:
NO
Ground Wator
18. Will ground water be withdrawn or will water be
discharged to ground water? Give a general
description and identify the purpose and
approximate quantities, if known:
~one except from Septic Sv~tema
,
-4-
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EVALUATIon
.!
)11>1'/(/)('
{pOO - 8~. fee T
p/?t?H 'pp.RT.~et;.D
eAr.
r'
19.
Describe the waste material that would be discharged
into the ground from. septic tanks or other SOlU;,ces,
if any (domestic sewage; industrial wastes and
chemicals contained; agricultural wastes). Describe
the general size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans the
system(s) is eKpected to serve: 20 t.wn hp~Tnnm
~OWCg n".o nnonFFi~~ Q~~11~~~~=
Water Run-Off
(including storm water)
20.
Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, if any, including any known quantities.
Where will this water flow? Will this water fiow into
other waters? . If so, describe it:
.J'IatuT,,' pPT~,,',,"i~n in"~ ~gil af aite;. . Au,
~l!n nff):::hirh ia nn"jlPyp<lcteaJ"ill be -.:
:div"~tP~ tn !;"i ,;,1 PH p,,;"~ gi~eA tEl l'~,,~..l"~
out naturally.
could waste materials enter ground or surface
waters? If so, generallY describe how:
1\Jn
21.
22.
Des,:ribe proposed measures to reduce or cOl~trol
surface, ground, and run-off water impacts, if any:
(:" ,.....0'"0 r "''Ad, rgaFiAg
:-
, i.~j... =
PLANTS
Check the types of vegetation found on the site:
Deciduous tree: Balder 0 lll.aple 0 aspen
o other:
Evergreen .tree: <lS fir 0 cedar 0 pine
o other: ShR'nl
o Shrubs 0 Grass 0 Pasture 0 Crop/GraIn
Wet Soil Plants: 0 cattail 0 buuercup
o bulrush 0 skunk cabbage
o other:
Water Plants: 0 water lily 0 eelgI'aee 0 m11fo11
o other:
other:
,
24. What Idnd and amount of vegetation would be removed
or altered? . TreGR nnrt. ~hn'rt1. -f"'1"'ni"lf'Iuft)',n
~,rainfieldR lInr! "".11 di.,ng oi 'p.s . .
{.,
25. List threatened or endangel'od species known to be
on or near the site:JillIP.
-5-
EVALUATION
J:6IHer-V of ,1yPk'(M/C- (II"
("t7,<-I"'VN'TY lJ<!'ff'.r,vhet:CJ
<('I'-$rt34 By u#/,>ff,
C 11/-re .!)epr Or Ife1tTI-/
~
17 7/I.t!!H ""'" rt::te . ,(!VIf./ vF r-
cp,</!;ePL.. /1t./I7U /?Ct//l;u) of
F}1',d!2(1vdl.. .et( .TffF. co,
P(/ot-IC- W(J/$'K S .()e./J-1J<"7"r('kr
1'.<
EVALUATION
Describe the proposed landscaping, use of nature
plants, or other meaaures to preaerve or enbance
vegetation on the . site, if. any' Gra AA - llhn~ n~ ~"d..r.ons
vine maples. Pine erees. D~wOO
=
ANIMALS.' ..
Checl< any birds and animala.that been observed on
or near the site or a.a kno~m to b",on or near the
site:
tlirda' 0 hawl< 0 heron 0 eagle 0 songbirds
o other,_
Mamma)'" (J deer 0 bear O.elk 0 beaver
o other,_
o bass
shellfish
o salmon
o other:
o trout
o herring
List any threatened or endangered species to bl.- on
ornea1' the site'.1!9NE
-:-
Is the site part of a migration route? If so, how?
NO__
Describe proposed measures to preserve or enhance
wildlife, if any,--1!ONE ..
=
ENERGY AND NATURAL RESOURCES.
~'
What kinds of energy (electriC, natural gas, o:1tt:tlood
stove, . solar) would be. used to llIeet the completed
project's energy needS? Describe whether it would
be used for heating, Il\a'n.ufacturing, etc.: '
~ectricitY - R~}._ -
--
32.
would,the project affect the potential use of solar
energy. by adjacent properties? If so, generallY
describe tbe affect:~learinJl willincreaae
sunlight to existin~ and ad dinJln2 aitea
,.'
What kinds of energy conservation features. are
included in the plans of this proposal? t.ist other
proposed measures to reduce or . control energY
i.m"P8cts.if any: Reat pump a will'be inatalled Oll
tlle majO~itY 01 homes -
-~
=
ENVIRONMENTAl:. HEAL'l'U
Are there any environmental health ha~ards,
including exposure .to toltic chemicale. risk of fire
and E1ltplosion, apill,. or hazardOUS waste, t:!t could
occur asS result of thiSpropoaal? If so, deflcribe
the haz..t'ds:...JIO----
==
==
-6-
)
Describe special emergency services that might be
required: NONE
36. Describe proposed measures to reduce or control
environmental health hazards, if any:
NONE
NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment, operations)?
None of any significance
What types and levels of noise would be created by
or associai:ed with the project on a short-term or a
long-term basis. (construction, ',raffic, operation)?
Indicate what hours .noise would come from this site:
Short term - Construction 7:30 a.m. to .
{,,3D P.M.
39. Describe proposed mei:lsures to reduce or control
noise impacts, if any:
NONE
LAND AND SHO~\!=LINE USE ,
, '.H';'
40. What is the current hse of the site and adjacent
propertiee?Site io current1 . u d '
unused. A acent 0 tea are residential aress.
Has the site been used for agriculture?
describe the use:
NO
If so,
DDeesvcerliobpemaennY structures on the site: Kala Point
t Company Office Build1n&
43;
.1'1111 any structures be demolished? If so, what
structures? No, not in near future. Eventually
the eJ< J<ti11g" l)tt~ce ,G'J.<1g. w~J.1 be repJ.aced with
u ueo:w tij.,L;UCJ;.ure
44. What is the current comprehensive plan or community
development plan. designation of the site? Identify
theplan: Residential - 'fri Ar'la Community Plan
If applicable, what' is the current Shoreline Master
:~~graDl ,f,es~~nation of the site?,
I "
413, IIlls any pArt. ot the site been classified as an
"environmentallY sensitive" area'? If so, specify the
part: NO
-7-
.-
EVALUATION
"
11
47. APpro",imately how many people would reside or work
1n the completed project? Approximatelv 34-40
will reside Approx. 6 will work
4B. Approximately hoW many people <lould the completed
project displace? NONE
49. Describe proposed measures to avoid or reduce
displacement impacts. if any: N n n P
50.
:::
Describe proposed measures to ensure the proposal
is compatible with existing and prpjected land uses
and plans, if any: Par~' of l{Rl R 'Pnint-M~et-9r 'Ol:ln
HOUSING
Approximately how ,.any units would be provided. if
any? Indicate whether the housing is high. middle.
or low income: 20 HI nn1 P "n hi gh
52. ApproximatelY how many units. if any. would be
eliminated? Indicate whether the housing is high.
middle. or low income:liope
53. Describe proposed measures to reduce or control
housing impacts. if any: 'l'h i " -I Q P ~ M'" ~ t i...
of 22 un1~afrom orevinl1A plnn
AESTliETICS
54. What is the tallest height of any prq~Jsld'"
structure(sl. not including antennas'( What is the
principal exterior building ma1:erial(s) proposed?
Approx. 27 feet'Cedar
) .
55.
What views in the immediate vicinity would be altered
oX'obstructed? Views '(.1:111 hI" ",nhAr'I';''''',.{ hy '1:11 aaring
of Alders
56. Describe proposed mp.asures to reduce or control
aesthetic impacts. if any:
~e" location 'of 'h0t19:f.na will hf.' f'('tn"",,,,"nd
to maximize views.
LIGHT AND GLARE
57. What type of light or glare" would the proposal
produce? What time of the day would it mainly
occur? Normalholl9ahnlr1 1ir;rhf"a rllt,...rn~
evening ~ours ~f darknAAA
Could light or glar~ from the finished project be a
eafety hazard or interfere with v:1<lwa?,
NO
-8-
-
EVALUATION
,'. .....'
pcp/ed, /f1''p~(1i'''''L
,-re1'J= ttfl/urt /'t-Ir,(/,M,vb
CtJPM,Sf>/OA.l<(. ~"'~()
b;: t::(J#,pI I ~ c. /""",ea-; .
,..
59. What existing off-site sources of light or glare may
affect your proposal? NO
60. Describe proposed measures to reduce or control
light and glare .impacts, if any:
&xterior lighting will be controlled
RECREATION
61. What designated and informal recreational
'BW?oritunifies are in the immediate vicinity?
t ng ennis Swimming Bike ridin~ nature
trailwalkinrR~~~11
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
Nt;
63. Describe the proposed measures to reduce or control
impacts on recreation, including recreational
opportunities to be provided by. the project or
proponent, if any:~,.. n F !to 10 P? ie t .;aa t~.
facilities
HISTORICAL AND r~k~RAL PRESERVATION
64. Are there any places or objects. 'listed on or
proposed for national, state, or local preservation
registers known to b.@-9Jl....or_next .to__the_ei.te? If so,
generally describe them:
Nfl
65.
Generally describe any landmarks. or evidence of
historic, cultural, archaeological, or ecientific
importance known to be on or next to the site:
Kuhn C;n-t,..
66. Describe proposed measuree to reduce or control
impacts;, if any:.Nnnp "'Aqld,.~"l ot' this site
67.
TRANSPORTATION
Identify publ~c streets and. highways serving the
eite and describe the proposed access to the
existing street system. flhow on the site plan.
"Airo6,rtcut:nfF nnnrl, ton 'P....n..,pl?gt'e Kala
point..ll.z:jvF!' All. ,.nJl.d.s ''1.'ldg KrWli Pe!n~
a1"e privntA
'r
6B.
Is the site. '.;urrently served by ptlblic: tramlit? If
no, what is ::heapprolCimate distance to the neal'est
transitstop? tin - Ai"pn,.. ""t off-
,-9-
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EVALUATION
'"
1~_
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EVALUATION
69. How many parldng spaces would the completed project
~a~i~ M~~ a ~~n~ ~osulg r i~ee PJ;,~e~~ e~~j~a~~~se;rro n e
70.
Will the proposal require any new roads, streets. or
improvements to existing roads or streets, not
includinQ driveways? If so. generally describe them.
indicat,na whetper the_v ar'i' public or private:
Approx."J.600 ~eet ot- 22 "Wide aspfialt streets
be constructed. All will hp- p~ivp~~p
will '
71. Will the project use water. rail. or air
transportation. or occur in the immediate vicinity of
these facilities? If so, generally describe the use:
No
72. How maily vehicular trips per day would be generated
by the completed. project? If known, indicate when
peak volumes would occur: 20 vario11Q t'impQ
73., Describe proposed measures to reduce or control
transportation impacts. if anY:Nona
....
PUBLIC SERVYCES
"
74. Would the project result in an increased need for
public services (fire protection. police protection,
health care. schools)? If so. generally describe the
results: Primary residents will be recent
retires. School not affected. Maraina]
increase in other services
Describe proposed measures to reduce or con1:1l'o1
direct impacts on public services, if any: .
Firehydrants will be located strateeicallv
through out the 20 home sites
75.
'I.
UTILITIES
76. Check which utilities are currently available at the
site:
:g: water 0 electricity 0 natural gas
o refuse service 19Ctelephone 0 septic system
o sanitary sewer 0 other:
77. Describe the .utilitias that are. proposed for the
project, the utility providing the, service. and the
general constructiol1 activities on the site or in the
immediat~ vicinity that might be needed:
Water. Telephnne.' Power will be run under
ground to each home site; Community Septic System will be
installed.
ACKNOWLEDGEMENT
I~a nowledge th,t ell lnformetfon provfded fn this dhockllet .nd ell etteohed Meteria' Is true end correct .to the best of my
kn w ry' I und8l'stand the ~eed agency lsre1yino on this Information to meke its deoision. In addition, I understend thet
r fe~ der A does not 0 on st~tu t -Jpprove, 1 of a propo,,11 oo,"p1feno~ with '.0 cal, state, :nd .fed..era.lr 09. u.1etf.OIIS. '.PPl lcebl.
to tn. p op el"'h,~l1 con.tltute pr~av (c. heck with appropr let. ogencleo to determine what approvel. ere re1uir ed,) SEPA
ep~10Jal 1 asob on t'~ ;~f,J"~"1 a pr~vfdod'/!J found lneccureto, approvel c~d be wlthdrewn.
~- 10 i.. '-- tr/!.5 . o;)~I9D .
(authorized ri~nature) , -10- (date)
.r(k./6 ~'I-J- to. G,~ ,
i{ ~eh .(~ J fj- JJe;vu"~fni+ ~.
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-
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'VICINITY MAP
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"
~(NOTE:
Shadod aroa roproaonhl
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IllI:imlllllmlljlll/lif!!I!I!l!lWHI,'IIII 111111
, Iii;: "1 II'jl,'lfjllll'l:!',h!;!1 I:
,1.;1 "lil'll'llrl' I
,',I/Fllli,!;!l ,,'1111,' !'!d!ltil
, 11/,1111 I III 1'1:1/' iI I( fI"
1I,',!li,I,illlilijlilll,'IW!fl'll,',H!!.,'llli ;111111,,1
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"n'LOUA"" 'UT 0..
KALA ESTATES
A ....AHI.n Of.T D.VILCP....NT
!'''''''MaClla"."...._,_
August 20, 1990
Triad Associates
11415 NE 128th street
Kirkland, WA 98034
Attn: Michael Matheson
-
-
- ~I1--.....~rr
-~-
-.-
-
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowe, P.E., DIrector
Rober' G. NesbItt, P.E, County Engineer
Re: Kala Estates Road and Storm Drainage Plan
Dear Michael:,
Jefferson County Department of PUblic Works has reviewed and
approved the road and storm drainage plan submitted August 13, 1990
for the proposed Kala Estates.
Sincerely,
~~~
Scott Kilmer
Planning Engineer
PWA 03.50.01
~'1.-, ~_v ,:"~,,,,,,,,,,,,,,,~.~,,.,,,.r<'7_'!"I''7'''1"'I./.'l'''''~W'....,,,'I'II''.~.~ f
100% ROCYCllod Paper
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
MEMORANDUM
TO:
Planning Dept.
Public Works
FROM:
DATE:
June 15, 1990
SUBJECT:Rala Estates Planned unit Development
--------_.~--------------------------------------------------------
pUblic Works has the following comments on the above proposed long
sub-division.
1. The right of way width on Kala Estates Drive should be a minimum
of SO feet as allowed in the development code. The right of way
width on tract A,B,D, and F should be a minimum of 40 feet.
2. The minimum dimensions for hammerhead turnaround should be 80
feet by 20 feet.
3. A center line profile shall be required for all roadways.
4. The minimum roadway design for long plats is 24 feet wide with 24
feet of pavement width. .
5. Item #72 in the environmental checklist: ,this plat would
generate approximatelY 130 to 200 vehiole trips per day.
PWA 03.50.01
100"/, Rocycled Papltr
..-
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT REVIEW CHECKLIST
1. Project
Name . ~fl"';'I- E.s7fl.7;:;S . t.o,J?
Proponent i<,....,. F>ol",.,.. i>eu, co"\p.
2bo "'A~ PT". ])j;!;vl:...
2. Project
Address
S."BD I II .. SI 0"/
Rep. 15;...... L: iUDe,,/'9-"/
:S J'hy, ~
Phone No.
(.:.--''3BS- 2& 'il'l
h-/2 - 90
(_) 385"- ~8 6{'
Date Response Due 1',-19-90
~
cp
3. Date received
4. Preliminary review completed
~-15-;lo
h'/5 ,90
5. Conditions of Approval sent
6. Preliminary desien reviewed
Final desitn approved
. 7. Pre 11m. drainate p 11In ,rev'1i!w.ed .
Final drainate plan approved
'8-/7-90
8. Construction approval:
Suberade approved
Finish erade approved
Drainate approved
Surfacine approved
9. Final review for all conditions:
Conditions have been met on
CO/l'll1ents
.--.-.--'
~p,F.T,l~' .'. ..',"'~"~"'" .""~"I~~""''''f'P'''''''~.,w..a .-
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by
by
by
by
by
bY
SJh.
by
bY
by
bY
bY
.~.
JEffERSON COUNTY
llEP1.RTMOll' OF PUBL.IC WORKS
PREL1tl1NJ\RY PROJECT REVIEW
... Project
name KALA i::".srl97-eS J-o,vQ 5vtf)I');U;sioA"
,
proponent 1(4..t<t p';"'r /:!ell, camp'- Rep. ;3;..... I ,',.mBm"'''',r
2. project
3. Response due b -19- 9IJ
4. Preliminary revi.w~
County road I .J?g'-,JI/-r-r:: i~oA-O Rd No. lit H.P. -
County road lIccess I I is eood. needs chaneine. t , needs approval
Existin2 traffic count is . proJected traffic for project ~.
) On site improvements need to be submitted for review and approval.
) 1. draina~e plan needs to submitted for review lInd approval.
) Off site improvements to county roads will be re~uired.
) Additional Ri~ht of ~aY ~ill need to be dedicated.
(~~te.,..n~nLs.L "n np."p'''pn~T''I'''' rTT\1C:+ ~ naned
--=
( )
5. coomentsl
-=
--=
--.
prepared ~;;? . 19.90
bY jJ ~ 1r'JL. VI -
ut Ie P/fHlJ;uitJ~ ~fft..
19
APproved
bY
title
LAKESIDE INDUSTRIES
INVOICE
38515
P,O. sox 7
(206)883.1661
BELLEVUE, WASHINGTON 98009
No.
KALA POINT DEVELOPMENT CO!".P.".NY
260 I<I\LA POINT DRIVE
PORT TOWNSEND, WA 98368
'I
o ABERDEEN
o ANACORTES
o CENTRALlA
o KENT
o LACEY
o LONGVIEW
o MONROE
~ORT ANGELES
o PORTLANDIVANCOUVEA
o SEATTLE AREA
PUBo:lJ5:J @
-~AREACODE
_L 61600
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PROJECT DESCRIPTION
rSALE NO,
A, B, D AND F
~RKTHRiJDATE
1~-11-90
TRESS ESTIMATE NO.
2-F
GRADE AND PAVE COMPLETE
39,165.80
SALES TAX 7.8%
3,054.93
TOTAL AMOUNT BILLED
42,220.73
LESS PREVIOUSLY BILLED
[14,116.41]
AMOUNT DUE THIS INVOICE
$28,104.32
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"':JII:f'1.:f:l:I~.'JI"III('" P.O. BOX7.BELLEVUE. WASH; 08000 PHONE: (208)983.1661
^ Finance Chollrge (Service CllIlrge), AI Current Mulmum Allownblo RfttoWIII 00 Impollod
On Any Portion Of Your Account Not Paid Wllhln 30 DnysAflor Work.Thru D.-to.
WA, ST, CaNT. REG, NO, 223.01 LA'KE,SI" 274JD
'AN EOUAL OPPORTUNITY EMPLOYER"
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KALA POINT DEVELOPI".ENT COMPANY
260 KALA POINT DRIVE
PORT TOWNSEND, WA 98368
10-31-90
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10-31-90
040305
KALA ESTATES DRIVE TRACT A, B, D AND E'
61600
I-PARTIAL
PARTIAL BILLING
'p:'?~TfI':!:."'!~"l"'~""'~ .
GRADE AND PLACE CRUSHED SURE'ACING TOP COURSE
13,095.00
SALES TAX 7.8%
1,021.41
AMOUNT DUE $14,116.41
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FAX (208) 869.2249
.to{'l.:".:'''{"''.HI:I~~.'.I:t.:'..
BOX 928
ABERDEEN, WA 98520
ANACORTES. WA 98221
BELLEVUE, WA 98009
CENTRALlA. WA 98531
o BOX 576
o BOX 247
o
o
o
o
BOX 1379
BOX 728
LONGVIEW, WA 98832 (206) 42~6882
MONROE, WA 98272 (208) 74~1289
PORT ANGELES, WA 98362 (206) 452.7803
PORTLAND, OR 97201 (503) 222.6421
VANCOUVER, WA 98682 (206) 892.5410
(206) 533-0610
(206) 293.2168
(206) 883.1661
(206) 736.2846
(206) 631-3611
(206) 491.5460
"AN EaUAL OPPORTUNITY EMPLOYER" /0 - ;7. 19 7(')
!Emil ~~C':~~~&TYPE ('IILA c,,:$'7AiCS
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80X 729
BOX 699
BOX 69035
26010 180TH S.E.. KENT, W~. 98031
BOX 3004 LACEY, WA 98503
BOX 4465
CONTRACTING PARTY
APPROXIMATE
QUANTlr(
DESCIUPTION
UNIT ,\
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PR1~E
Statu 88183 tax to be addod where applicable.
Tothl price 10 be bnbad on nelunl quantity 01 measuremont unloss Indlcatod abovo.
TERMS; No' Cooh upon comploUo" 01 job;
A ll11onCf.J charge (service ChfH(]O), at current m8Almum allowable ralo. will bo jf11poaed on any porllon 01 your account not pllld withIn 30 days flUor tho
wmk.thru dala,
YOUfl SIGNA1URE 'IN ONE COPY ~~T~~~fDTTb't~0~~e~K~~n~~I~~!t~~N~n~&Vfo~ST~f~~iFORl'~~ICr. OF THF AlmV~ W(jRK
RESERVING RIGHT OF LftKESIDE INDUSTRIES TO CANCEL IF UNIT priCES INCREAS. eEr-onE I.AKESIO.'NDUSTRI~S COMMENCES M)TUAL WonK
ON THE PROJECT YOUR SIGNATURE ALGO ACKNOWLEDGF.S RECEIPT O~6UR 'NOTICE TO CUSTOMER' ~T^TEMENT AS PRINTED ON
=:~~~::::~;~E~: .') I", /. 1- /) ~~["~1~~.1;tt/"~ '''~L
ACCEPT~Dj~,!i \J-'- I ~~_,~( (~Je '~~II>tM U~\ ".,l.. . , /,
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GENERAL PROVISIONS
1,1 !i i II ~'...' .1'. lj I I'; r ,1\1-,1 ~;I/ 'f Ir..)f IlJ!.; r HIFS (lI tiny c!iVlr;iofl of L^V,F8IrJ[ It,;r)lK~ 11m ~
('r)NrrM(~'rl~Jr; P/lJrfY \'vil! n-lilke rHr'qr0.~~~ p;Jymer,lr. on jr)li.'~ or OW'/ ~'!n ,:I;IYS f!wn!irlfl
'1 ltl!!~ C(Y'~rnct i;; ~:,\Jhjf'd k' ilppr()wil or 1I1f... L^l<FSfDE INDUSTRIES crndi! dep,lIll'nr:~rll
,1. Irr"I~';IIr>t~!~3 In; <lI"(~unJ'; <.III!' nn !hi~; contnJGt or ,my DnrtirJn fher~~()f ;lrn nol pnid In m;(J.ird:mr.n v:ilh lhn tP:IlI'; (If fhn
conlrac! tho (:or,JTriN:,:'fING r,!\rny ;!PfAP.S fa rXIV nIl (OSIE; 01 r.oll"r;tinn which r;h::)1f inc:lwJn r'~m;(m<1ilf(~ atlf)rrH~Y'G fr~r::,; if
tl~:; "';:'lpnr i.:; J 'L:v::(.,j in !IlA IV1nrl~'i .')f nn :tlloUlPV for Golln,clion, or if ~:IJiI :.;hnll hn hroLJqhf
I ,\.1'-.['-";11'1 !LH)IJSTrm~L; :;Ild!lll'll t'~l' liable for dflrnHg~ 10 or bnmk,:lf}fl or unrlmqrotlnd plpOS and!')r con'hJiI~ rlDI VI~,~ih!f.'
I"I')~ ni" '!' ~;'1'<' (',I Pl" rll (ll!lvl 'to! lor arty clnm:lqp In nrllTOnchc!l (1rl1~llldinq !':;(i()W~llk':) "nl'll lhn r:lrf"~t Ii) I\r(~pl'rly li'l"
G. L!'i,l\I.;-:,.lllE tl'JliU~~rnll"-~'; !,;l)ittt IIO[ tJe tesno/1,sible lor damage 10 thr: GOrllplnlfKJ paVmT1I:~111 slJrl<l(.e dun 10 theilclion 01
pn!;(I[()WIl p/oc.lucl ~';pittdqO.
i. !:ilJi: ',Ir:tPI/R!\on (W'~r,'d kitln.r),1f in.-;hJ(Jf)d in conlmcl, will be rtpplir:d ot mtm; spocHiod by "'nrlllln~!wpr l. ^,<r:.SlnF
II-H,n,!S': nJr~, \0111 nil! hr. fn~;pnT1sihlo for ;lrIY subs€)(IWml qrowlllS of ~l'''Sr.!~1I1 \vP'f'd, n1('fl1in(J qlmy, df'f'p 1f,,,I,)If'rl f(,'rn~ I)r
r'f~rp~lIWJt:,' vV!W,.tl 11"lI/G not rptH'~ho(J m.1turily prIm tel eJpr1ir:aliof1,
:;;jIIJ('~:tl(1 (:I;:jIH)C\ IJl c;Hl('plt:llion rdt"H :~() tl:r)o'~,:;.
~f,j.,~rlt:~ :1/ r-: "f\lltln',j('r 1I nil !.:lnkAs, ilGcidnnl r~;, dptilYR ()f can ir.'rr. ;lIlrl nthPI dcl;lY~; u!t~)\If)i{'~;llltf1 /H I)r'vnr If J (11" ,':(\of ~n!
110[11," rp':f"orY~ihfn kl' ';i,JlJO'rt(!n Inilwos or ulilily (fjf,.:11 f;.lifwC'r:.
NOTICE TO CUSTOMER
f ''',I:~(<;n 1f: !1~Ut.I::; rr,lIL~~ '~; f'.'qir;tnf(:~d wilh thp. 51::110 oj \N~Ydllrlq'on, n()~Jislr;lli()n f\jn, LAI-<':f:: SI.' ~~, /ll,H) liS ';,'J W1llf,'nl conlfilr~fpt
Hl'/ hi:!': )':)','1. J ''\,fiI1 lh-: ~;I"l(' ;.1 bC1d r')1 $0,000 for Ih8 pIJlp',Ir;~ of R;)li~1f,!jnq d:lim~ ilq,1insl rhi' r:nnl/;lctrH It)t nc"IHtlPIlI !II
i"IP"Y11" ',\"')I~' (11 h 1:<1(:1'1 (;1 (:ontrnt.:! Hl the conduct of ltW! Gonlr8clor'n hI 1.C;i1lOf;~,. This bond rnay (In! ht' sllfl,(ifllll tn C(1VPf ;1 Clilllll
'li~-'Il 11'11::1"1 ;11 i':f.' frt;I'q [~l(: W(Hk dom' IJll(I(~'r your (;onlrRr~l, II ;1ny supplfm of mnrnrinls I.If.:ml ill )-"1'" (:()n~Ir' 1(~UOn rf()i0C~1 or nr1V
(If III,,' l:fJnlri!ctf)( Of ~~\lhcnr)lr<t,~;t(lr in nol pilicJ by tl)('I conlr;:lcfor 01 ~~I,hcnrtllacttJr 011 WILlf l(lb. YCIIJr propf'fl',' fTlllY Iln
{(,rL' I:':r\"'l'~!ll If \11)11 wi'';'!! ;j(ldilinnnf pfoloclion, you mny flUlI1f,.,t Ill,,' cnl11r,1clor to jll(/VIr!" ",lOll v"ill, nliqlnnl "Iiet!
. 6J,:-,y I,"'d{"~ 'Y"nr:!~', ",'tH ";;":)1 ~~IJpplinr or ::1Ih~()nfr:1CIDT on vour pr(*~cf lllf1 (,Orltr:lctlJr i., rr~"!lll!f>rJlt\ prnvklp yrlll '.vith "J! II''''
i',!, '!i~iiqi"11 "I..,'!! '1,1,:>r,f)f-! (kll~IJ,.nf'inls if ynll f(lC!11C'r.111. Or!llotat udnnrlOdinni:; ;111":0 ilV;JlJq!"j" !rrJrn thn f.)pp'.trllllflfll of t:II'!)r
I':'!I' 'fl,"~ f'Jli 'i':whl '~, lir:f'/l~:n r>ypirf'r: (HI .fllly :-:: ''1' of ('flr.1t Yflar and i~; 1("w~I,'/f"1 in thf' I\ljllWl1 r,~I',Jl.lln flf t.llJ,:irH":"
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INVOICE OATS.
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DLA <oINT ~ COt'IPAI<<
. 260 ltALA roIm DRIVB
1'ClR'Z ,.~, IlA 98368
-1
L
wo?'K.1HAU DAlE JOB NUMBER
10-31-90 040305
PROGRESS ESTIMATE NO.
1-PARnM.
CUSTOMER ORDER NO.
RESALE NO.
- 10-31-90
PROJECT DESCRIPTION
EALA ~ PRIVE 'r!U\CJ: A,
=-~
B, D II!lD l!'
=---
PAR'lIAIt BILLING
GRADE >>lD Pt.ACB CRtJSSED SORL"ACING 'l'OP ClXlRSB
SALBS 'rl\X 7.8'
AlOJN'l OOS
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o ABERDEEN
o ANACORTES
o CENTRALlA
o KENT
o LACEY
o LONOVIEW
o MONROE
~DRT ANGELES
o PORTLAND/VANCOUVER
o SEATTLE AREA
PUBLIC ROADS
o
61600
13,095.00
1,021..41
i14/116.41
Qt'\ '?l \ \~~'U
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.~.~''''i'':l''',II.H.~ p,O, BOX 1. BELLEVUE, WASH, 98009 PHONE'(2061883'1661
A Fln.nco Cl\af\lo (Sol"llco CI\.rgo\, At Curr.nl M.~\mum AlIowabl. Rd'. Will 00 Impodod
On An" portion or Your Account No' Pa;d wnhtn 30 Dave Aftar Work.Thru Data.
WA, ST. CONT, \\EQ, NO. 223,01 LA,KE.SI.. 21~JD
"AN EIlUAL OPPORTUNITY EMP"OYER"
0.1 (REV 10M)
.-
DIVISION OFFICI'!
........ .."''''_' . .p"..._......'
AWtBclATES
Projecl Management
Civil Engineering
Land Surveying
Land Use Planning
Environmental Analysis
11415 NE 128th Street
Kirkland. Washington 98034
(206) 821-8448
FAX (206) 821-3481
To:
.Job No: 90-060
PUB. WORKS Dale: AUGUST 1 3, 1 990
Project: KALA ESTATES
SCOTT KILMER
JEFFERSON COUNTY DEPT.OF
1820 JEFFERSON STREET
POST OFFICE BOX 1220
PORT TOWNSEND, ~IA. 98368
'i~ rF;;
Enclosed are:
AUG 141990
These have been sent:
X Prints
-Copies
- Reprodudh/e:r;
-Reports
-VOCIIIt/(!fIts
- SpedfictJt;on.'i
=Othel':
_Foryol/rl/se JEFFERSON COUNT"
Ji.Foryol/rrel'iewlapproQIJ8111'"' \II!()RV~ ~t=r-
_For your .'ligna/un' I rr:llIrtt
_At your ,.eqlll'sl
_Fol' your records
__For your injormfJtirm
_0/1/('1':
~()I';lilTIt.\' .. I.. . tJ~jtl' " . ",.' ,.' 'I ': I "~1 . . '-", I" f~" '. ,; , r~l'~l'J.:ipli(!n" ,:"" ,: ,.::.., .~. ',' .'
2
8/13/90
REVISED ROAD & ~TORM DRAINAGE PLAN
Rl'nwrks:
DEAR SCOTT,
ENCLOSED ARE BLUEPRINTS SHOWING REVISED HAMMERHEAD WIDTHS
OF 80 FEET.
PLEASE CALL IF YOU HAVE ANY QUESTIONS.
Cop!",,!o: BILL LINDEMAN-KALil POINT DEVEL.
w/enclosures
MICHilEL L. MATHESON, P.E.
~ Sc- cdt k:;/~
ClY\ 8;1) L",,\)~~
PUBLIC WORKS PLATTING SECTION
JEFFERSON COUNTY PUBLIC WORKS
1820 JEFFERSON
JEFFERSON COUNTY COURT HOUSE
PORT TOWNSEND. WASHINGTON 98368
LAND SURVEYOR'S CERTIFICATE OF MONUMENTATION
I, Gregory T, Juneau, a registered professional land sUlveyor in the State of Washington. do
hereby certify that aU the monuments depicted on final plat known as E//4'J ~RAc=C::-
in Section Zt;;. , Township .30 Norlh, Range ~, W,M" in Jefferson County,
have been set as indicated on said final plat by me or under my directions, and that all angular and
distance measurements indicated on said plat, as weB as any other related survey data thereon, have
been found to be correct, true, and accurate,
Signed this _~ day of /"-?;A///A.2.T-"
Triad A~sociates, Inc.
11415 Northeast 128th Street
Kirkland, Washington 98034
_E~~
Gre ,J ne ,
Ce ca er 22335
, 19:JL,
C~
~j~~
COUNTY OF ,.~~..~e'J.r,..~
On this day personally appeared before me r-;,A'{;ff)/J4.:r:'3(Af1011IA to me known to be the
individual described in and who executed the within af1d fcdTcgoing instrument, and acknowledged that
M. signed the same as /r, I C. free and voluntary act and deed, for the uses and
purposes therein mentioned.
STATE OF WASHINGTON,
) 5S,
GIVEN under my hand and official 5eallhis ~ day of .:J;;nuv. ~, 19!1L
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Notary Public in and for the State of Washington,
residing at J5.ndM ()fl'1 I ~ .
My commission expires -2 <:?/9.1 .
C, \SIJRVEY\cERTI F I C.DOC
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KALA POINT oWNERS' ABS()ClATION
310 SAlLVIEW DRIVE. KALA POINT. PORT TOWNSEND. WASfJINGION 98368 (ZOO) 385-6281
Febr\lary 5, 1991
To: Kala Point Owners Association
Board of Directors
re: Storm Drainage, Kala Terrace
Triad Associates
On January 18, 1991, in company with Bob Fisher and Marilyn Falls, I met with
Craig Sears, Richard Moose, and Michael Matheson, engineers with Triad Associates in
their office in Kirkland to discuss the June 14, 1990 report on Storm Drainage for
'Kala Terrace prepared by Matheaon and reviewed and seal~d by Moose on June 25, 1990.
The report. presents the results of calculations of star.. runoff from roads to be
constructed in the process of developing about nine acres of rather steeply sloping
(average 8% Or 4.6 degrees) land immediately west of the clubhouse. The slope of
the land is almost due east and toward the clubhouse. At its closest point, the
eastern boundary of the development is s.bout 43 feet from the west edge of the
clubhouse'parking lot and about 20 feet higher in elevation.
Tris.d Associates has submitted to the Jefferson County Engineering Office the
drainage report cited above, On January 15, 1991, Brian Belmont, Skip Skinner and I
examined this report in the County Engineers' office and obtained copies of
pertinent portions.
The drainage design is based on a division of the nine-scre tract into two
areas: a northwest area with a ,'oad drainage area of 0.39 acres and a south and
southeast area with a road draina~e area of 0,56 acres. The plan involves the use
of inverted crown streets "i th inlets into a tight line which carries the storm
water from the northwest area to an infiltration trench situated about 300 feet
south of Sailview DriYe and 500 feet east of Kala Point Drive and which is not
considered to be a potential problem to the Kala point Owners Association. The
south and southeast area will drain to an infiltration trench 50 feet long, 10 feet
wide and 6 feet deep located at the e1<trcme eastern end of the property, a"out 55
feet west of and (the base) 12 feet above the western edge of the clubhouse parking
lot. It is this portion of the design that has been the subject. of this study.
A careful review of the report identified four technical points that seemed to
warrant further discussion. The four points, which constituted the agenda of the
January 18 meeting are as follows:
1. In calculating the available storage volume of the infiltration trench which
is considered critical t,o the clubhouse, Triad used a void ratio (storage
coefficient) for the 3/4 to 1 1/2 inch gravels of 0,30. In my opinion thi2 is
too high.
2. The rello,.t 211ecified an irdiltratioll rat.. wltlloutbnckground data,
3. There appeared to be no provision for clarification of the incoming water.
4, Thp.re was no eV idence that vertical pel'meabill ty between the base of the
,infll tration trench I e1. 116' I and the clevation of the parking lot 55 feet
away (el. 104' I 19 sufficientlY uniform to prevent diversion of seepage
horizontally with subsequent emergence above and onto the parking lot.
These four points were discussed with the threo Trlad engineers in some
deta\!. Without going lnto detall a summary of the discussion follows:
Point 1: Mr. Moose stated that no calculations were made to determine the storage
coefficient (effective void ratio) of the gravels; the assumed value or 0.30
was taken froms handbook. No data relative to degree of roundness, sorting
or compaction was used and residual saturation (specific retention) was not
considered. While it is true that gravel of uniform size can have a total
porosity (void ratio) of 30 to 40%, in practical terms the water saturation of
gravels.. varying in size and degree of roundness will not reach such levels.
Table 1.1 from Pierre Habibs' "An Outline of Soil and Rock Mechanics" (Ref. 1)
shows that for a sediment with a dry density of 1. 74 g/cm3 (lOB. 6 per) the
saturated water content including entrapped air would be 20.43%. If the dry
densi ty of the gravels is of the order of 115 pcf and no residual air is
considered, the effective void ratio would be about 26%. At the very least if
the void ratio is assumed to be 30%, as it was in the calulations, the storage
coefficient would not exceed 25% since the residual water saturation for the
specified gravels would he about 5% (see Fig. lB-2, Ref. 2).
Point 2: We were furnished background data on tbe infiltration test prepared by
D.R. Armstrong, Consulting Engineers, Inc. of Kirkland showing that the test
was conducted through a 6" OD pipe set at 4B inches. The test was conducted
after allowing the sediments to be wetted for one hour; the test was conducted
for 35 minutes and the curve of data (5 points) indicat.es equilibrium was
indeed reached at about 4.67 minutes pel. inch. The choice of 5 minutes per
inch as used in the calculations is appropriate.
Point 3: The question of clarification of the incoming water received considerable
discussion since this is one of the mostcr.itical elements in the design.
Although there is an oil-water separator provided in the drainline about 157
feet from the entrance into the trench, it will not be effective in removing
the fines from the water,' The fines will, therefore, settle out at the
bottom of the infiltration gallery and immediately initiate the process of
reducing the vertical permeability and therefore the effective area of the
base of the trench. Since there is no provision, and probably no viable
option, for back flushing or otherwise de-silting the glacial till underlying
the filter fabric in the bottom of the trench, the effectiveness of the
infiltration trench to dispose of flood water" will decline to an unacceptable
level with time.
Point 4: In dlscussiol. of the questIon of vertical permeabil.i t,y down to the
elevation of the parking le>t (12 feet bele>w the bottom of the trench) Mr.
Moose stilted that the contractor had dug a trench to a depth of about 10 feet
below grade (elevation about 110') and found no clays. However, 1) no
dE'RCriptive log was provided and 2) the bottom of the trench was still at
least; 6 feet above the elev"tion of t.he parking lot. 1 e,,,,mined the soils at
approximate "h,vations 106, 107, lOB and 109 in the cut bank adjncent to the
parKins loL and about .~5 fe",t cnRt of the proposed infi.ltratlon t.rench. The
lowest sample was a co'\rse gravellY sand. The mnter!.,,!. becnme successlvoly
finer 8bovl~ and the sample at )1)9 feet (the bighc,st point at which I could be
certaIn of undisturbed soils) was a fine argillnceous sand. 1'here is thUll
evidence of substantial variation in vertical permeability charnct.erlstic of
glacIal ti.lls, providing the potenUal for horizontnl movement of seepage
water and emergence from the Ctlt bnnk nbov', the parking lot resulting in
possible slope failure.
1. The slopoot the drlllnline fro_the nopllutor to the1nflltrat.1on <<oUery 10 12."';,
~!,~,,,:", ",'"c","'!'..l~",,'I"~I'lI!.~,~'lTr'\~II'JI1'.l'~'~_':"T~'"~? -L .-
In considering the above points Triad's principal position was that they had
designed for a 25-year storm rather than a lO-year storm as required by Jefferson
County and therefore such problems as selecting too large a storage coeffecient
would be covered by the conservative design. However, the probable contribution of
runoff from roofs, driveways, paved patios and yards, which appears to have been
omitted from the calculations, could well equal or exceed the rather small
difference in runoff between a 10 and 25 year storm.
In the discussion I made five recommendations:
1.) Re-examine the storage capacity of the trench.
2.) Consider a baffled sediment chamber above the infiltration trench.
3.) Delay using the infiltration trench until be.sic construction is complete to
reduce the in.itial siltation.
4.) Examine the vertical permeability down to a depth of at least elevation 104
feet.
5.) Construct a berm around the east side of the infiltration trench and provide
underground discharge piping to retain and dispose of water that will
undoubtedly surface and pond above the infiltration trench.
Mr. Moose indicated that such a berm had indeed been previouslY discussed and
he etated that he would take this matter as well as the other suggestions under
consideration and present his views to his client. lie promised to furnish me with a
copy of any correspondence he had with his client on the subject.
will ~eport further as soon as any information is received.
Very truly yours,
iL-l~A
Ed L. Reed
cc: R. Moose
M. Matheson
B. Lindeman
VB. Nesbitt
S. Skinner
M. Falls
B. Belmont
RererenceB~
1. Pierre lI"bib, t\n Ollt!lnp (If Soil "-lid Rock Me"haniO;;fl> C....brldl(e Univrrsity Press,
1!J83.
2. Ven Te Chow, Uandbook of Annlled Hvdrolol'l:.', McGraw-lillI, 1964.
3. GregorY P. Tschebotarioff, FOll rlatio s Retainin lid Rart St.ructure ..' MCGrllW-
lIi11. 1973.
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JEfFERSON COUNTY
DEPARTMENT Of PUBLIC WORl(S
PROJECT REVIEW CHECKLIST
1. Project Name 'f7A7<O{~/Af {{~.H.A^' nAIl fHr:?F (F-AITF-7<' {"C/O'90
Rep.
2. Project proponent
Address
Phone No. (:-- 1
3. Date rllceived
4. Pre I iminarY ravie", completed
5. conditions of APproval sent
(_1
Date Response Due
1-/-- /0' (/0
6. Preliminary desien reviewed
Final desien approved
. 7. Pre Iim. drainal!e p I an .rtlv'tiI...ed '-
Final drainal!e olan approved
8. Construction approvalS
subl!rade approved
Finish l!rade approved
Drainal!e approved
surfacinl! approved
9. final review for all conditions!
Conditions have been met on
Comments
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
100(1/. Recycled Paper
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(208) 3B5.9160
Gary A. Rowe, F'.E., Director
Roberi G. Nesbitt. P.E., County Engineer
H!:;HORANDillI
TO: Planning Dept.
FROM:
Public Works ~
Public Works has reviewed the proposed use change at 3911 Rhody
Drive and find that .the access to Rhody Drive needs to be improved
to 30 feet in width to meet commercial standards.
DATE:
April 10, 1990
SUBJECT:Carolyn Lopeman Day Care Center - CCIO-90
JEFFERSON COUNTY PLANNING AND BUILDING DEPARTMENT
PO BOX 1220
PORT TOWNSEND WASHINGTON 98368
206-,385-9140
NOTICE OF.APPLICATION FOR A CERTIFICATE OF COMPLIANCE
Attached is a copy of an application for a proposed development of a parcel
of land that is in your departments juriSdict:ion, If YOU have any questions
or wish to comment o;>)the pr~osed development, please write or telephone
this office by , ""1,1" L{:? / I , /qq ,:)
i;!li"g.:~,q~:~~~~!,' .j"'l':;:,_,i7:7:7i;S)'~7~:J':;~F,;J.!~'rf.:,:'f'l"'jr,~t__~,:,~~~~
.....""'--".1\'\_>1'<11".,......
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CD\oytD
MAR 27 1990
IE;F!=!l~aN COUNT'
JEFFERSON COUNT~Q~n~~
CERTXFXCATE OF COMPLXANCE
APl?LXCATXON
The Jefferson County Development Code, county Ordinance Number 3-89,
requires that developlnent or use of land for industrial and commercial
activities, multi-family developments, home businesses, signs, temporary
activities or structures, expansion or alteration to existing structures, a
change in use and other activities obtain a certificate of compliance. To
qualify for a Certificate of complial1ce, each development or use must be
reviewed wHh criteria established by the Ordinance.
------------------------------------------------------------------------
APPLICANT: . (~ r-~ ", L 0 OJ? /2:! a VI
^"""" =,3q II f2;;Q"<O ~;, "" ('ft , ~4C<<~. /U€'-. r~'U ,-
TELEPHONE: (home) ~S - 'f"l6 "3 (business) ,~?7'-"-'
AUTHORIZED REPRESENTATIVE:
.' /~/U/T.
ADDRESS:
TELEPHONE: (home)
(business)
DIREGUONS
provide information as indicated below.
IG
/~)
Answer all questions compl!,rtely (Please print or type), contact
the Jefferson County Planning and Building Departmel1t for aid
in filling out this application and for inertructions on further
administrative procedures required to complete its processing.
Attach a site plan depicting the description of the subject
property, its physical features and improvements as per the
attached site plan checklist,
o
"-
Attach other supporting documentation (plans, analysis,
commitment", etc.) that may further describe the proposed
development, or alS required by the Development Code Ordinance.
Complete and include an Environmental Checklist or analysis, if
required.
o
~
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/(b
Variance Request completed and included (if applicable).
Fee(s) as established by County Ol'dinan.,:e.
NOTE: Applications fer Certificate of compliance which upon initial
inspection appear to be insufficiently prepared to provide a basis for
adequate review will be returned to the applicant.
PROPERTY DESCRIPTION
a~Njl:RAL LOCATION:, '~P'-?:i?~, . . //"mL/;.... c.'~(p.. ... .-
('4emaCf-,1T' .5,.b:zA..t. . ~ ' ;;;'u.f.~~ ~-4- , _t2~ L
~~.. '~.JI~~~~';:;; ~:'~'p,,<;1- "~~;-a,f':t:.lr-~,.
r,gGAL.: (from property talC statement) .
.S' II 4- Ie; I .r;q /1/ I<' I I., -;. "j"~ fir.
-rA ~ /., q -i Y.P.. l1zi. _Ud. m!!ld:-..A
C/O I II,f_(ltf,JI- ~-lligit TalC parcsl f!umber
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-1, 1'170
lila-I- J.e/~ ~~/'--'
/C: c.e"':t.-U' d/ ~~~L,/ -c:c.~'t:tL.,-" ..Ae/.'t7"'~":J
., t~ -c/.>1...~ 'n~~t'"',.v rf-7-""'; ..-"7'7~h . ~. tt.?~<hf4
.~ r' / - I ~/ -lJ . v
a:.e~':I: (! dt,../.."-,, -"C<--1.c.. Q.-(.. 7 ,",--.,,-<.../, /"'-~ ~
C.../'-L-' --<.';'trL J-;ou.""CN;"v . C;j_ '-<..-/ ~.c ~'U-4-tct<U
!. a 2-e J . ~ ujd ~t7 .) 0 - It .Y"'-L-<L;J
,,(J, ______Ae<-e L. L......J C:;,' 00 a 'h... --H:, Jj-, , .~) j?' In .
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/?Z~'7L'~~ JtGt..~(J -ft-< tttl''r
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4. ~ -471,;e.... t..!-' /'-:""I..t:"(..(..1 '".(nt; -i (;;6 ft'- /.. c. ',-~
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cD'l-(,.... /'../~,yu,"'f(cQ ~'r rL~:.vrCl_./
(f,. "..:::1:.:">7..-{r .-Ae It<:.(c.<:..I ~e'Z<"t.dr tC/
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JEFFERSON COUNTY PLANNING AND BUILDING DEPARTMENT
PO BOX 1220
PORT TOWNSEND WASHINGTON 98368
206-385-9140
NOTICE OF APPLICATION FOR A CERTIFICATE OF COMPLIANCE
Attached is a copy of an applicatjon for.a proposed development of a parcel
of land that is in your departments jurisc1iction. If you have any quee~ions
or wish to comment on the proposed development, please write or teleph"ne
this office by /lUG , Ii j(..on
. 'Q ~: I r~If'~ ~~~-
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/.lUG 01 1990
JEFFERSON COUNTY
PUS/'f' INf")Rk'Cl DFPT
. _ ....,~.~ ~"..._."..~'^"M_"'Y ~.'.~ ....___~_,.....__.~I1~'l!1""1'<::.;,;:,-;,..:,-.:;.;:::,:~:.
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JEFFERSON COUNTY
CERTIFICATE OF COMPLIANCE
c..~d:~ -'10 Al?l?'L:J: CATION
The Jefferson County Development Code, County Ordinance Number 3-89.
requires that development or use of land for industrial and comme~'cial
activities. multi-familY developments, home businesses, signs. temporary
activities. or structures, expansion or alteration to existing structures, a
change in 1.lseand other activities obtain a certificate of Compliance. To
qualify for a Certificate of compliance. each development or use must be
reviewed with criteria established by the ordinance.
------------------------------------------------------------------------
APPLICANT: tMnm lhat faw/CiE
ADDRESS: 4'''''' 1!ff Ar~ .$d. ~ ~~ /U)#
Am P.wE ~
'1JWI'
AUTHORIZED
(home) (bUSiness)~d4"
REPRESENTATIVE:~E 4rez,V~
fAmE /H AlJi1t1~
C,ll- .,ZH
TELEPHONE: (home)
(bUSiness{~~' C;ll- ~;Jn
DIRECTIONS
information as indicated below.
Answer all questions completely (PleDse print or type). Contact
the Jefferson County Planning and auilding Department for a.id
in filling out this application and for instructions on further
administrative procedures required to complete its processing.
0 2.
0 3.
N/(il 4.
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Attach a site plan depicting the description of the subject
property, its physical features and improvements as per the
attached site plan checklist.
Attach other supporting documentation (plans, analysis,
commitments. etc.) that may further describe the proposed
development, or as required by the Development Code Ordinance.
Complete and include an Environmental Checldist or analysis, if
required.
Variance Request completed and included (if applicable).
Foe(s) as established by County Ordinance..
NOTE: Applications for Certificate of compliance which upon initial
inspection appear to be insufficientlY prepared to provide a basis for
adequate review will be returned to the applicant.
PROPERTY DESCRIPTION
1;::0:/// A':r~t/:~CI1'ill ~O:.EJ
LEGAL: (from property tax statement)_
dt"C71C'I! .%_? r-:l'l ~ z 'vt/rT
9-Dig1t Tax Parcel Number '1P~ 2;1 (){J/'.
49~llp
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ClIECKLIST
SITE PLAN REQUIREMENTS
To facilitate review of an application for a "Certificate of Compliance," a
detailed site plan containing the items listed below is required. Each sheet
of the site plan shall be no larger than cleven by seventeen (11 X 17)
inches in size and suitable for copying, Five (5) paper copie" shall be
submitted,
o
o
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1.
Project proponent's name and project's name;
2,
Legal description of property (Section, Township, and Range),
total acreage;
0-- 4.;---Proposed .densitY,-i.f--multi-family;--
...
North arrow & scale;
0 5.
0 6.
0 7.
0 B.
0 9.
0 10.
0 11.
D 12.
0 13.
0 14.
0 15.
0 16,
0 17.
0 lB.
0 19.
0 2D.
0 21.
r:J 22.
0 23.
CJ
A vicinity map drawn in one corner sholdng the location of the
site and its relationship to surrounding areas and geographical
features,(i.e. roads, community, water body, etc.);
Location and length of property boundaries;
Location and width of existing and proposed access points (lapel
as existing and proposed);
Location and widths of all roads adjacent to and within
developmen t;
Label immediate surrounc'Ung land uses (i.e. residential,
commercial, etc.);
Location, dim.,nsions, and use of all bUildings;
Proposed alld existing building height;
D:l.stance from buildings to property boundaries and road rights-
of-way;
Location of all doorways for buildings; identify handicap access;
Location and size of all parking facilities, inclnding
handicapped, and loading areas, whetf,er existing or proposed;
Location Of septic tank, drainfield system, and well (label as
existing or proposed);
Property features (e,dsting and proposed Changes to topography
and ground r"'l1ef, vegetation, slope steepness/stability, etc.)
Identify any easements affect1ng the property;
Plans for control of dl'ainage and stormwater run-off;
Location and deSCription of ~andscaping;
Topographical features such as fences, bodies of water. drainage
features;
Locations of existing and proposed signs, sign siz!:!>, typ",
height, & lighting;
Location of utilities, e,elsting and proposed;
Location of all outdoor lighting. U,etures, J,nC:luding the
manufacturers specifications of the area to .be lighted with such
fixtures;
24.
Proposed screening or buffering (natural vegetation,. wallo,
fences, and/or earth borma) to screen materiClle stored outside
fro In public Vie",.
"7~~--____
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P.O, Do" 1220
Port 'Il)wnsend, Washington 98368
Planning (206) 385-9140
Building (206) 385-9141
JE~'r'EnSON COUNTY COURTHOUSE
David Goldsmith, Director
August 17, 1990
Mr. Dave Abernathy
United Parcel Service
4455 7th Avenue
seattle WA 98108
AUG 221990
JEFFERSC .JUNTY
~UBI, !r '~il~";'." ....~ ~c::c~,
Re: Certificate of Compliance CC23-90 Discovery Bay Facility
Dear Mr. Abernathy:
This is written notice regarding your Certificate of Compliance application,
under the provisions of the Jefferson County Development Code, for the
above facility expansion on property identified as Tax Parcel Number
902234002 within Section 23, Township 29 North, Range 2 West, WH. The
proposed use is consistent tdth the goals, policies and provisions of the
Jefferson County Comprehensive Plan, and the Development Code.
Subject to the conditions outlined in the attached Certificate of Compliance,
project approval is hereby granted for the proposed development. The
Certificate of Compliance is a binding document and commits the applicant
to: (1) the proposed project as submitted, (2) the applicable developmenT.
standards outlined in Section 6 of the: Development Code and (3) the attached
conditions of approval. The Certificate of Compliance also provides a basis
upon which a building permit can be issued. Once a buUding permit is
issued, const'.ruction may begin. Prior to occupancy or use of the facilities
a final inspection must be conducted to confirm that all conditions and
requirements have been met. Upon demonstration that all conditions have
been met, a Certificate of Occupancy will be issued by the Jefferson County
Building Inspector.
Appeals regarding any conditions placed upon this approval must be
submitted in writing to the Planning and Building Department within fifteen
(Hi) days from the date of issuance of the enclosed Certificate of
Compliance. An appeal must clearly state why the condition should not have
been applied and specifically reference the applicable Comprehensive Plan,
Community Development Plan or the Development Code.
~;;J;:~
Jerry Smith
Associate Planner
JS:mkg
Enclosure
c: Mi"',e Ajax, Jefferson County Planning and Building Department
Scott Kilmer, Jefferson county Public Works Department
',':'."~.' 'r: .~.. :. ....,,". '.' ot" ':"'t\~ .:,~". '.-'.J
~EFFERSON COUNTY
CERTIFIC~TE OF COMPLIANCE
Owner:
United Parcel Serv.1ce, Dave Abernathy
Th.1s confirms _non-conditioned -Z-conditioned compliance with the
development standards of the Jefferson County Development Code for:
Mailing Address:
Legal Descl'iption:
4456 7th Avenue South, Seattle, WA 98108
Parcel Number 902234002; within Section 23, Townsh.1p
29 North, Range 2 West, WM.
Use(s) Approved:
Replacement of existing portable delivery center with
a new 10 foot 6 inch by 40 foot portable delivery
unit including the addition of a new 12 foot by 43
foot mobHe office trailer with restrooms.
Expiration: 'l'h.1s Certificate of Compliance is valid for two (2) years. A one
time, one year extension may be granted by the Planning and Building
Department upon submittal of a written request at least ten (10) days before
the date of expiration.
Responsible Official: {L,//,~~
Title: Associate Plann~~ate: August 17, 1990
,""'l.,;,~~\'j.l"..,','""r',,"":""'1'\..t.,.","
'01 r~'".',,~,,",~~w.!l'l_', "m!~ ~rl''''''''o'~'.''l_ItL.J
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CONDITIONS OF APPROVAL
UNITED PARCEL SERVICE
DISCOVERY BAY FACILITY
1. Security and other lighting shall be hooded or directed away from the
adjoining public rights-of-way and adjacent properties and not create
glare to passing traffic nor adversely affect surrounding properties.
2. Landscaping of the site is required. A 1andsoaping plan shall be
prepared and approved by the Jefferson County Planning and Building
Department prior to issuanoe of the building permit.
3. Off-premise signs are prohibited. Free standing signs (if <l:ny) tor on-
..ite identifioation shall be subject to review and approval of the
Jefferson County Planning and Building Department prior to ereotion.
4. Drainage from the site shall be disposed of in a manner so as to not
adversely affect adjacent properties or pub1io rights-of-way. A
drainage plan shall be submitted and approved by the Jefferson
County Publio Works Department prior to irJsuanoe of the building
permit.
S. Employee parking shall be provided at the rate of one (1) space for
each two (2) employees. All employee parking shall be on-site and
olear1y delineated.
6. An individual sewage system permit is required from the Jefferson
County Health Department for the holding tank. A maintenance
agreement to monitor the holding tank shall be entered into with
Public Utility Distriot No. 1 of Jefferson County.
7. The aocess driveways 10adillg/un1oading areas shall consist of an al1-
weather surface (gravel, crushed rock, asphalt, conorete, ox' oil-gravel
mix). Written approval for the access into Highway 101 shall be
obtained from the Washington State Department of Transportation.
B. " All on-loading and off-loading aotivities shall ocour on the project
site.
9. All vehicle parking shall occur on-f1ite. Parking within the right-
of-way of Highway 101 is prohibited.
10. Direct access onto Highway 101 is prohibited. All access to the site
is restricted to West Un cas Road and Store Road.
...,.':"",.,,',....~., ~ .,.",.,1 ,,_ __."":":~.~' ":.:',W",?'/;,I.j'.,,;.. ."
Signed
IJ'J~<~"'~~'m,'( ',>,'-' fII":~fIl'n!f1I''',~."""f''tI""",,,~ "'I'\~,~"~~~"" .-
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STAFF REPORT
,FOR
GLEN COVE
MOB:I:LE HOME ~ARK
GENERAL BACKGROUND
Applicant: Discovery Timber Company (Bruce and Sandra Seton)
Applicants Representative:
Alan S. Cal'man, Registered Land Surveyor
David Evans and Associates Inc.
P'IiI-
-
Legal Description:
Blocks 1, 2, 13, 14, 15, 16, and Lots 1-6, Block
27 of Phillips Bay View Addition, and Blocks 28
and 29 of Irving Park Addition situated within
Sections 16 and.17, Township 30 North, Rangel
West, WM.
, .
r .....". ,"1 ~I' .. ~. ~ ,.'
Proposed Action:
Preliminary long subdivision (replat) approval
to develop a 43 .lot mobile home park.
Current Optimum Land Use Map Designation: Suburban.
PROJECT BACKGROUND INFORMATION
Location: Approximately 1/2 mile south of the. City of Port
townsend city limits or more particularly south of Florence
Street, adjacent and east of Discovery Road, North of the former
railroad .':i.ght-of-way, and west of Louisa Street.
b. Site Size: North boundary 739 feet, east boundary 826 feet,
south boundary 1,163 feet, west boundary 564 feet; or
14.87 acres.
c. Existing Land Use: Undeveloped.
d. Surrounding Land Uses and Densities: Scattered low density
residential uses to the north and south. Area to the west is
primarily forested. Area to the east and fronting on State
Highway 20 has begun to develop as commercial.
History of Recorded Actions: Phillips Bay View Addition was
platted in .1890 and consists primarily of lots 50 feet by 100
feet (5.000 square fl!et) in size. Irving Park. Addition was
platted in 188e and consists mostly of 60 feet by 120 foot lots
(7,200 square foot lots). A request to redesignate the property
to industrial was considered and denied when the Highway 20
Corridor Policies were developed.
f. Site Conditions:
1. Soils: Dick series loamy sands, suitable for. on-site
disposal, soil r,:.lassification under evaluation-minimum lot
area to be determined.
2. Slope: 0-8 percent On major portion of: site. A small area
near the center of the site experiences a slope of between
8 .and 15 pel'cent.
3. Hydrology: No streams or natural drainage ways exist on
the property.
4. Other Natural Features: Site was . logged approximately 10
ysars ago, consists of new growth. corn.non t.o area - Douglas
Fjr, Western Hemlock, rhododendron,salal, huckleberry, etc.
Public Service and Facilitiee (B,vailability)
1. Water: Plans propose. connections. from Jeffereon
Public Utility District No.1.
2. Sewage: . On-site .individual disposal systems are propol!led.
will need Jefferl!lon County On-site Sewage Dil!lposal Permits.
"I;""l;'.
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"', i. ,~':\"~ f''''- ~
Fire Protection: Fire District No. 6 (Cape George) would
provide fire protection services.
Access: From Discovery Road an existing county road onto
Florence Street' which is a platted undeveloped' street.
Improvements and Design Specifications:
1. Lots:
a. 10.95acres (75 percent of the total) are allocated to
single family detached lots.
b. The average lot size would be 15,250 square feet~ the
minimum 12,500 square feet; the maximum 18,000 square
feet.
c. The gross density .of ,the subdivision
approximately 2.89 units per acre.
Roads:
a. 0.44 mile is allocated to pubiC roads; including. the
opening of the existing right-of-way.
b. 2.34 acres (16 percent of the total) are allocated to
public roads.
c. The public right-of-way width would be 60 feet for
the internal roads; the existir.g platted public right-
of-wC'.y is 80 feet.
d. The cul-de-sac radii would be 50 feet.
3. Open Space:
a. 1.58 acres (10.59 percent of the total) are allocated
to open space. The active portion of the, open space
will be the neighborhood park lot located in the
eastern portion of the development.
4. Water supply: The water supply to each lot would be
provided by the Jefferson County PublicUtllity District
#1.
Sewage Disposal Method: All the 43 lots, are proposed to
bel served by individual sewage disposal systems.
Fire Hydrants: Five fire h'l\i.~ants will be located within
the development in such a manner that each. lot will be no
further. than 300. feet from a hydrant.
Storm Drainage: Storm water runoff will be handled by a
series of catch basins with oil/water separators as
required.
Policy Guide for Growth and Development - The Jefferson County
Comprehensive Plan. .
Ch.apter 7, "County wide Growth" pages 32-34.
Chapter 7, "Housing and Residential Development". pages 36-
38.
Chapter 7, "Utilities"pages 41"':43.
Chapter 7, !'Transportation/Ci.'culation" pages 44-47.
Jefferson C017.nty Park, Recreation and Open Spaclil Plan.
Chapter6, "Trails" pages 32-34.
1-75, As Amended, Jefferson County Subdivision
2
. . .. ',.. l ...." I
, ~
., .' r'
1. Section 6, "Long Subdivisions" pages 17-26.
2. Section 7, "Mobile Home Parks" pages 26-31.
The Jefferson County Public Works Department submitted the
fol.".owing comments:
1. A permit to open the existing right-of__way. for
street will. be required. The minimum roadway
be 28 feet.
Pavement structural section must be
engineer fOl' ballast depth, top rock pavement
Shoulder'radius at intersections shall be a minimum
feet.
4. The internal streets need to be named.
5. A drainage plan along with roadway vertical
be required. Oil and water separatoJ:'s will be
The Jefferson County Health Department submitted
comments:
Determination of minimum lot area for on-site
systems, 'based' on evaluation of the soil types
the site, is pending. Complete information
adequacy of the' proposed minimum lot size has yet be
submitted for evaluation by the Health Department. All lot
gr~ding ,within ,the drainfield areas should be avoided.
The Jefferson County Planning and Building Department found the
proposal. consistent, with the platting and, .nobile home parks
requirements of the Jefferson County Subdivision Ordinance,
except for, the sewage disposal requirements.
Oevelopment of this project as a replat essentially involves
vacating portions of the Phillips Bay View Addition plat, and a
portion of the Irving Park Addition plat including' some of the
platted streets. A replat is ,a method authol'ized by State law
to alter platted subdivisions and approve an overlaying project,
all in one operation. The new. development, as a raplat, then
supercedes the original plat.
Public Utility District #1 of Jefferson County stated the project
lies within the boundary of their Glen Cove Water system service
area. They can and will provide service in accordance with the
Glen Cove Water Systems regulations.
The Port Townsend School District expressed a concern regarding
the location of a student pick-up and drop off point to safely
serve school children.
No response was received from' the Jefferson County" Sheriff
Department
county Fire Protection District #6 'stated
The cul-de-sac ares should be reserved for firs lane purposes
with no parking allowed. The district also reque!llted ,to be
involved in. the final approval of 'the water aYl'ltem design
rt!garding '. fire protection.
Staff read-into the, rocord the foll<owingagency comments wh.1ch were'
received after the staff report was prepared and distributed.
The . Jefferson County Parks Advisory' Board made ths followinll
recommendations:
3
.
" . . ,/'1' . . "
. J /..
. I . ~I
Item d - revised the second sentence to read: The area of the right-
of-way of the platted unopened and unimproved streets within the
proposed development ,site is equivalent to those proposed in the
completed subdivision. The proposed right-of-way exchange including
the related road improvements equal or exceed county compensation
requirements.
CONDITIONS
Item a - added the following to the second sentence; "including
intersections" and location of appropriate intersection illumination
"must be submitted and approved" ..... added the following sentence,
"Parking shall be prohibited in the cul-de-sacs by posting "No
Parking" signs in compliance with the Manual on Uniform Traffic
Control Devices and shall be installed by the developer."
Item b - added "Responsibility for maintaining all drywells and oil
separators shall also be determined by the Jefferson County Public
Works Department."
Item f - changed the second sentence to read,
Discovery Road shall be permitted.
Item' 9 - added a second sentence "Review and approval of the fire
protection facilities shall be coordinated with FireProtection District
#6.11
Item h - changed the sentence to read ..... "be cross referenced and
noted on' the. duplicate mylar of the Plats of Phillips Bay, View
Additiom:md Irving Park Addition." Added a second sentence to read,
"The notation on the duplicate mylars and the filing of the final mylar
replatting portions of Phillips Bay View Addition' and Irving Park
Addition occur concurrently."
.lIdded the following additional conditions:
i. "The Glen Cove Mobile Home Subdivision development shall be
consistent with the short and long range recommendations of the
Glen Cove Transportation Study."
j. "The location of the school bus loading area, includIng, the
location of the central mail delivery facilities and transit stop
shall be determined prior to final plat approval."
k. "Existing adja,-';mt water wells shall be identified and located
prior to final plat approval."
Having made' these additions and corrections to the findings and conditions,
the Commission concluded that the preliminary plat (replat) of the Glen, Cove
Mobile Home, meets the requirements for preliminary plat approval and is
consistent . with the provisions of the Jefferson County Comprehensive' Plan.
The Ct:>mmj.(!Ision by formal motion and unanimous vote adopted the findings
and recommends the Jefferson County Board of COmmissioners approve the
preliminary plat (replat) of the Glen Cove Mobile Home subdivision as
conditioned.
The Commission further recommends the Board of Commissioner.s review and
determine the type of ownership and method of maintenance for, the park,
open space and greenbelt areas. Specifically, shall,the park, open space
anti. greenbelt areas (which con",ist of 1.68 acres or 10.6 percent of thel!lite)
be, dedicated' to and maintained by Jefferson County. or be retained as
common area ,and maintained by the doveloper.
XI. BOARD. OF COMMISSIONERS. ACTION
The Jefferson County Board of Commissionel's reviewed the proposal,
findings, and conditions at their February 12, 1990 meeting. The
Commissioners added the following condition:
:. " . , . \ ~
"' ,
, ~ . . j I ..' . " , ' .1
~
Bob Nesbitt, P.E.
County Engineer
Public'Works Department
PO BoX 1220
port Townsend, Washington 98368
Re: Engineering approval for roadway and drainage design at
One Hawkeye Park, formerly Glen cove Mobile Home Park.
Dear MrJ Nesbitt,
This letter is being written to request your assistance in com~ .
pleting our submittal of final plans to Mr. Jerry Smith for plat
a~~rovuL of One Hawkeye ~ark, formerly known as Glen Cove Mobile
Home Park. This process will require verification and approval
from you concerning certain design aspects of the roadway and
drainage system, as outlined in the accompanying copy of the
"Glen Cove Mobile Home Subdivision - Conditions" sheet.
TO avoid any confusion during the final approval process, I
would like to come to an agreement with you regarding your re-
quirements as County Engineer for all engineering aspects of the
final design of One Hawkeye Park. These topi,cs ~ includes
~ Design and approval of Florence s.treet
~Design and approval of all interior streets and street names
-Flamingo Road
_... ~ ;-~III.b.. '---qF-
_ Pelican J?lace
l SlllCl"lUlIKllit XIlIX xs:ltxludr.XlUlllllIJJl XitxE%1I DlO.IlAIDKH
./_ Approval o.f. intersection designs
_ Intersection illumination
o;,l(,M'~I(' ~.v_ "'1) ~IJI-l:-l,"""
_ N$:~'/ ~ i 1<..:1 in cul-de-sacs
/,_ Approval of drainage controls
./ _ Drainage calculations
~_ Catch basins with oil separators
./- Drywells
. .
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" " " ...'" . . ' ........ '
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~
. ''!f
Page 2
- Jefferson County to assume responsibility for maintenance of
drainage structures and roadway and right-of-way maintenance.
~ Permit filed to open the existing platted right-of-way for
Floronco Stroot.
v'- Approval of hammer-head design at the end of Florence
~~ Approval of acceleration lane on the N-E corner of Florence/
Discovery Road intersection, 'jif,.......'wol'-- 01= ",.:.f&u...V.TfM.\ \...AlJlf..
;.....\ 'J I, ,'t_."J..l.:'. iii '.AMY. '....\I.....Y:.."...U......\.
Accompanying this letter are all relevant design details, drain-
age calculations , proposed roadway cross sections, and a copy for
your files of the as-built utilities plan, and the roadway and
drainage plan.
Please review the above listed items and notify me.of any aspecto
of this list which you do not approve. If all items meet with your
......-.... ----, .....----.--------
approval, please indicate to Mr. Smi th v !..tL\ore~~~~._a,~pr~v~~...;1'
of the engineering design aspects of this project as liBted above,
so that the final plat approval may proceed with out undue delay.
Thank you very much for your assistance.
If you have any questionl:ll,.
;~ill!
'j' .!1
,\",/
please contact me at 385-0213.
Respectfully,
Jon P. Addison, P.E.
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