HomeMy WebLinkAbout927565
STATE OF WYOMING
)
) ss.
)
Kt:(;t:IVING # 927565
BOOK: 651 PAGE: 164
JEANNE WAGNER
LINCOLN COUNTY CLERK, KEMMERER, WY
MECHANIC'S AND MATERIALMAN'S LIEN
COUNTY OF LINCOLN
oooUJ4
PUBLIC NOTICE is hereby given that Inberg Surveying Company, Inc., a Wyoming
corporation, d/b/a Inberg-Miller Engineers, whose address is 124 East Main Street, Riverton,
Wyoming 82501, hereinafter referred to as "Lienor," furnished material and labor at the request of
Carotex Construction, Inc., P. O. Box 949, Hearne, Texas 77859, which materials and labor were
actually used in improving the following described real estate in the County of Lincoln, State of
Wyoming, to-wit:
See Exhibit "A" attached hereto and incorporated herein.
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The subject property is owned and the lien claim is made against the following:
Carotex Construction, Inc.
P. O. Box 949
Hearne, Texas 77859
Bureau of Land Management
National Business Center
P. O. Box 25047
Denver, Colorado 80225-0047
That the materials and labor were used to improve said real property and that the said
Carotex Construction, Inc. contracted for work to be done and materials provided for the said
improvement ofthe real property. This lien claim is made against Carotex Construction, Inc. in the
amount of$13,957.24. Attached as Exhibit "B" is an itemized listing setting forth and describing
the work performed.
Lienor has provided said work and materials. Labor was last performed or services
rendered on December 14, 2007, ninety (90) days from the date hereof, therefore, this lien is timely
filed.
That demand for payment ofthe same has been made; the above amount remains due
and owing; and notice of intent to file this lien was given at least ten (10) days prior to the date of
this lien to the said owner of said real property, a copy of which is attached hereto as Exhibit "C".
Attached hereto as Exhibit "D" is the agreement between the parties.
WHEREFORE, Inberg Surveying Company, Inc., a Wyoming corporation, d/b/a
Inberg-Miller Engineers, does hereby claim the benefits ofthe laws of the State of Wyoming under
000185
G~'~
Wyoming Statutes §29-2-101, et seq., relative to liens for materials and labor upon said property for
the improvements that the Lienor has made to said real property.
DATED this 13th day of March, 2007.
INBERG SURVEYING COMPANY, INC.,
a Wyoming corporation, d/b/a
Inberg-Miller Engineers
~~
By
MARY H EN REED, its Attorney
McCarty and Reed, Attorneys at Law, L.C,
P. O. Box 1418
Cody, Wyoming 82414
(307) 587-6291
STATE OF WYOMING )
) ss.
COUNTY OF PARK)
The foregoing instrument was acknowledged before me this ;3 day of March,
2007, by MARY HELEN REED, Attorney for Inberg Surveying Company, Inc., a Wyoming
corporation, d/b/a Inberg-Miller Engineers.
WITNESS my hand and official seal.
'ffin rn 'f/u¡VL
Notary Public
;fi/ 3 ~do7J9
My commission expires:
KIM M. KUJALA NOTARY PUBLIC
COUNTY OF . STATE OF
BIG HORN WYOMING
MY COMMISSION EXPIRES FEBRUARY 3. 2009
0001.66
EXHIBIT "A"
O~;¿?565
'PROPEFfrY'DISCRIPTION:' '..<::,.:. . .... . ~:. . .... . ". ..... . ...... _'. '.. . ." '.' '.
..: '.. ..: . PARCEL OF LAND IS LOCATED IN A PORTioN .OF TRACTS 62 ANÓ'71,' A 'POFÙION OF 'THE' ·S·W·X; 'SECrION12,
..~. :'<'~4L QFTHE'RESURVEY OF T.21N., R.l16W., 6TH P.M., UNCOLN.ç:OUNTy,CtT'( OF.KEMM~RER,·WYOMING. SAID
::,. ..PARCEL BEING BOUNDED ON. THE EASTERLY SIDE BY THE WESTERLY RIGHT OF. WAY. OF U.S. HIGHWAY 189, AND.
.<:¡'.' BEING BOUNDED ON· THE WESTERLY SIDE BY THE EASTERLY RIGHT OF WAY OF WYOMING SrATE HIGHWAY 233;. ..
. ....;. AND I3EING BOUNDED 'bN THE NORTH. BY A CITY OF KEMMERER PARCËL DESCRIBED AND: RECORDED IN BOOK .. . .
.' ". 237,' PAGE ·263 AND BEING BOUNDED ON THE ON THE SOUTH SIDE BY A PARTICULAR PARCEL CONVEYED TÒ '.'
· . THE STÀTE HIGHWAY COMMISSION OF wYOMING. DESCRIBED .AND RECORDED 'IN BOOK 1.79,' PAGE 224. THE .": '. .'
'.' ... . PREVIOUS NOTED DOCUMENTS ARt .ON . FILE' Åt' THE LlN.cOLN COUNT'( COUR'rHOUSE. -:. ...... . . ": .;. '
".:' .' 'THE PARCEL Ot:" LAND BEING DESCRIBED MORE: PARiICULARLy·'ÅS FOLLOWS: ::. '. ....~.:.:.. _ . . ..'
, .' CÖ'M~ENC;N~ : AT' .~OR~Ë·R· ~~~'4É3È'R l' ØF TRAèT' ::~2: '~F 'THE '~E~'~RVd'· ÓF~ ·~.21 N:;'· ~..~: 1':~:;i;' J~T~.:'þ.~:, ·~iNCOLN··:.:: '." .
, '. '.' COUNTY, WYOMING WHEREIS FOUND A BRASS CAP; ~. . :. '. '.:', '.'.' ...... . . .' ". :'. .."':... .'
.·THENCE N89·45'42"W, 1321.57 FEET TO CORNER'NUMBER 4'OF .SAIOTRACT'·S2; .:.;:..:.,."':'::'.:'.""~' . '::"
~.·.·THENCE S11·33'41~'E, 576.å3FEET TO .THE.POINT OF:.8EGINNIN<:1 o.i="THIS DESCRIPT¡ON:-'SAIDPOINT OF' BEGINNING.
....: ".:.. BEING.A POINT oN THE '-WESTERLYRIGI-:/T OF WAY OF U.S. HIGHWAY. 189 AND ON· THE·SOUTHERLY BOUNDARY
....:. .... :. OF·. A pARTIC.ULAR .PARCEL OF LAND CONVEYED. TO THE CITY ÒF KE.MME"~Ë~, DESCRiBED ~ND. RECORDED IN,. ..'
""': .'; BOOK 237, PÀGE 263 ON FiLE AT LINCOLN COUN'tY .COURTHOUSE, WHERE IS FOUND A 2~'. ÅLUMINUM CAP; .
:. tHENCE S68~.13'21"W,.ALONG THE.SOUTH·ERLY BOUNDARý OF·.SAID CITY'OF KEMMERER. ÞAR'CEt;: 25.8~73 FEET TO
· ..' ..' A POINT WH'E~E IS FOUND' A 2:' 'ALUMINUM CAP;' "._. ..' .~. .:.. -:-,'. :'. .... '.,. .', :. . . .
· 'THENCE N84'20'33''W; 161.60 FEET TO THE SOUTHWEST CORNÉ~ OF SAID. CITY' ÖF' KEMMERER PARCEL. SAiD....,.>
.. . ·.·'-SOUTHWEST CORNER· ALSO BEING THE SOUTHEAST CORNER OF A PA'RTICU.LAR. PARCEL· OF LAND' CONVEYED..' .
..::: ".:. TO THE CITY 'OF KEMMERER, HEREINAFTER KNOWN AS KEMMERER Ni.·PARCEL;.DESCRiËlED·AND RECORDED.' ", .
t.·:·· .IN BOOK. 313. .PAGE ·209, ON FILE AT LlNèoLN COUNTY COURTNoUSE, WHERE.··IS FOUND A 2". ALUMINUM.CAP; "
'.' THÈNCECONTINUING N84'20'33"W A.LONG THE SOUTHERLY ·SOUNDARY.OF ·.SAID· kEMMERER. #2PARCËL.. 54.43 FED.
:": . ,..TO THE'. SOUn.jWEST ·CO.RNER OF SAID HIGHWAY 233. WHE~E' IS FOUND, A2"ALUMINVM·ÇAP.·SAID POINT BEING .
.:.:. . ·::··A POINT. ON A CIRCULAR' CURVE TO THE RIGHT THE RADIUS POINT OF. ~AID. CURVE BËARS.S77·2o"54", 1482.39,'
" tHENCE SOUTHERLY:440;22 FEET ALONG rHE ARC OF. SAID . CURVE TO: THE RIGHT AND ALONG :THE EASTERLY RIGHT
'::'. . OF WAY wYOMING' sTATE HIGHWAY' 233, THROUGH A CENTRAL. ANGLE OF. 11·00'53". to THE P.T. OF SAID ÇURVE
." '....:. TO THE RIGHT; . WHERE IS FOUND A STANDARD HIGHWAY RIGHT: OF'. WAY MARKER; .'::- .. ...:.... '..'.'
. . THtNCE S4'2Ò' 44"W,393.41FEET TO A POINT WHERE IS FOUND A: STANDARD . HIGHWAY. RIGHT OF'.· WAY MARKER;"
.' THENCE ·èONTINUING n:lEFO~LOWING FIVE (5) tQU~SES. ALONG THE ËÀS!.ÊRLY ~IG~T OF WAY ~F. wYOMING STÀTE .
·,···....HIGHWAY.233, .....:....:.....:....:..:..... : ."'" .....>...:......:. ,...:....:,:.....:.: .',:, '. . .
'. ·THENCESå8;48'.35"E, 14:49 .FE:ET TO Å POINt'WHERÊ IS FOUND A STÄÌ'. DÀRD HIGHWAY RIGHT. 0.(:"' WAY MARKER;, .
.··.THENCE S4'1S'15''W, .347.16 FEET TO. A:PÓINT WHERE IS FOUND ASTANDARb HIGHWAY' RIGHT OF WAY MARKER;.'.
.' :THENCE S8S·37'2()"E; 24.M FEET ,TO'A ~pdíNT WHERÉIS FOUND Â STANDARD 'HIGHWAY RIGHT OF WAY MARKER; . . .
.'·',·.THENCE S4~17'13';Wi 243.81' FEET TO A poiNT WHERE IS FOUND ASTANDÄRD HiGHWAY ~IGHr..o.F WAY MARKER;' . .
'.': ·THENCE. .S4'17·13"W, 71.13 F'Etr TO' A POINT ON THE EASTE:~LY RIGHT Of.WYOMING STÂTE .HIGHWAY 233 AND :tHE
'.:- .' NORTHWESTERLY CORNER OF A PARTICULAR PÅRCEL OF LAND CONVEYED ,TO THE STATE HIGHWAY COMMISSION
'. .'. :,qF WYOMING, DE$CRIBED AND REGORDED IN' B.OCK·j 79; pAGE. ·.2~4;· ON FILE AT.. THE. LINCOLN COUNTY ::'.
:.,.:,. COURTHOUSE WHERE ·IS FOUND A 2" ALUMINUM CAP;'::". .... :"'_" :" :.:.:.." .::.... .:.' ." . .' .
····'.fHENCE 563·07'49"Ë ALONG' THE NORTHERLY. 80ÙNDARy"OF 'SAID STATE HIGHWÀY COMMISSION OF WYOMING PARCEL,
'. \, .": ·84.97 FEET TO A' POINT WHERE IS FOUND Å STANDARD HIGHWAY RIGHT OF WÂY MARKER; '. .' .... .
·.·ri-iÈNcE. CONTINUING '$63·d7·49~'E,..47.00· FEET 'TO A POiNT COMMON rOTHE' EASn;RLY ·RIGHT OF WAY WYOMING' STATE.
'..: '.:' HIGHWAY· 233 AND .THE WESTERLý' RIGHT' OF WAY OF U.S. HIGHWAY 189, OFFSET '87.50 FEET. OF THE CENTERLINE'
::~.:.' OF U.S.. HIGHWAY 189 ÅS DEFINED BÝ\VYOMING i:lIGHWAY DEPARTMENT P~OJECT[)P~RRS'-F 011-3(4), WHERE IS
.,"". FOUND A '2" ALUMINUM CAP; . .'. .... . -:.'.'. ..':. . :. .... '.' . '.' .' .' . ....
. . THENCE N27'14'5S"t ALONG THE WESTERLY RIGHT öF' WAY OF SAID U.S. HIGHWAY 189, 177.2.3 FEET TO' A POINT
. .... WHERE IS FOUND A 2" ALUMINUM CAP;....· ¡..' . '.... .... . ." .
. 'THENéEN6Q·32'09"W, 1.92 FEET TO Å POINT· WHERE IS FÔlÌNb A 2'; ALUMINUM··CAP. SAID'poiNT BEING A POINT ON
.:'. '. .' THE' WESTERLY RIGHT OF. WAY OF U.S. HIGHWAY 189 AS DEFINED BY INSTRUMENT NUMBER 893.358 ON FILE AT
. . THE LINCOLN COUNTY COURTHOUSE, WHE~E IS FOUND A 2" ALUMINUM CAP; . '.
THENCE CONTINUING THE FOLLOWING SIX COURSES ALONG THE WESTERLY. RIGHT OF WAY OF ·U.S, HIGHWAY 189' AS
..' .... D.EFINED BY ··SAI.D .INSTRUMENT NUMBER 893.358. . .
'THËNCEN28'52'47"E, 10.62 FEET TO A . POINT WHERE IS FOUND A StANDARD HIGHWAY RIGHT OF WAY MARKER. SAID.
. . POINT BEING' THE TANGENT TO SPIRAL CURVE ('TS') OF A SPIRAL CURVE TO THE LEFT. THE CENTERLINE POINT OF .
. 'TS' BEARS; 561'07'1"3"E 89.89 FEET. THE WESTERLY RIGHT OF WAY OF U.S, HIGHWAY 1t39 BEING DEFINED AS A .
. LINE OFFSET 89.89 FEET OR 109.91 FEET AND PARALLEL TO THE' CENTERLINE OF SAID U.S. HIGHWAY 189 AS
.'. DEFINED BýTHE FOLLOWING; . '.. . . : ". .' ....' . .'
. '. .·rHË·'·ëtNr.ERtINi:::'DATA-·~O;:~:·SÂlt: SPtìÚ~L'·ëuRVEOE.INC:::'T-oTAL;.oE!..TÀ·.;';'··3'¡t39)5ài:>·6ELTA..SPIRAL=' .4'46'29":
'. . '~.·..·TOTALTANGtNT LENGTH - 779.05' FEET, RADIUS... 1968.50 FEET, SPIRAL.LENGTH .= 32'8.08 FEET.
. .'. . .' CIRCULAR LENGTH... 862,89. ..' . . . . .
>. .·.THENCE NORTHERLY FROM SAID'TS'; ALONG THE WESTERLY' RIGHT OF WAY, OFFSET 89.89 FEET TO THE LEFT (v'¡ÊST) . ...:
'. . OF SAID 'CENTERLINE. THROUGH THE SPIRAL PORTION, OF THE SPIRAL CURVE TO THE POINT OF SPIRAL TO (CURVE .; .
.' . .. .eSC'). WHERE: IS FOUND A STÄNDARD HIGHWAY RIGHT OF WAY MARKER. THE CHORD FROM THE 'TS' TO THE: 'sc'·· ':
...., ...., BEARS N27'21'22~'E 331..11 FEET.'· '.: . " . . . .: . .' .¡ . .'. '"
THENCt N6S'53'11"W ALONG. A 'RADIAL LINE 2å.01 FEET TÖTHE 'sc' OF THE SPIRAL CURVE: OFFSET FROM THE;'
. .... CENTERLINE t09.91 FEET, WHERE IS FOUND A STANDARD HIGHWAY RIGHT OF WAY MARKER.' . !.
THENCE' CqNTINUING ALONG THE 109.91. FOOT OFFSET AND PARALLEL .LlNE TO SAID CENTERLINE OF SAID HIGHWiW
. '.". ·F(:>i..LOWING SPIRAL CURVE TO .THE POINT 'OFCURVETO SPIRAL ('CS~). ~HERE: IS FOUND A STANDARD HIGHWAY
'.- RIGHT OF WAY MARKER. THE CHORD FORMAT THE 'SC'TC· THE 'cs' ALÖNG THE WESTERLY 'RIGHT OF WAY BEARS
" . N1'1'32'4'S"E 808 19 FEET' .' .'. . . ." . .' .'. .' . ". . . .
THENCE ·NORTHERLy· ALONG THE' SPIRAL PORTION OF 'THE SPIRAL CURVE TO THE POIN; OF THE SPIRAL TO TANGENT
.... . ('ST'). WHERE IS. FOUND A STANDA~D HIGHWAY RIGHT OF WAY MARKER. THE CHORD FROM THE 'CS' TO THE 'ST'
. ".:. ALONG THE. WE$TERLY RIGHt. OF WAY BEARS' N4%%S1.:Ùi2'W, 318.83 FEET;'" .' '. '.
, THENCE .N5'47·09''W.5i5.21;i FEEl TO THE POINT OF. BEGINNING ÒF THIS DESCRIPTIÖN.·.
" .
'''''''''-'.':-, ......
Inberg-Hiller Engineers
124 B. Main Street
Riverton, WY 82501
307-856-8136
Carotex Construction
P,O. Box 949
Hearne, TX 77859
Customer #: 11805
Statement of Account as of 1-04-07
Transactions
12706 CAROTEX CONSTRUCTION
1270600001 Invoice
1270600002 Invoice
Contract Total
12906 CAROTEX CORPORATION
1290600001 Invoice
Contract Total
Statement Total
Outstanding
Current
12,858.19
581.60
31-60
.00
statement of Account
61-90
4,721.83
ExtUBIT
I l~
~
08-18-2006
10-13-2006
12-08-2006
91-120
Charges
7,554.76
4,721.83
12,276.59
581. 60
581. 60
12,858.19
Over 120
.00
7,554.76
000:167
OrC1)!h")l.7~·6·"-'~
,¡J~ .;.]. .,)
Page 1
Credits
.00
.00
.00
. .
l1~~~ŠG:~
INBERG-M~.LLER ENGINEERS
Corporate Federal 1.0. 83-0220316
Invoice No. 1270600001; Kemmerer BLM Office
Date: August 18,2006
Job No. 12706-RE
r
Carotex Construction, Inc.
P.O. Box 949
Hearne, TX 77859
I
L
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All accounts for goods provided or services rendered are payable upon receipt of billing. Those accounts not paid accordingly will be subject to a FINANCE CHARGE at
periodic rate of 1 112% per month (or a minimum of 50 cents for balances under $34) which is an ANNUAL PERCet.lTAGE RATE of 18% applied t
the adjusted balance at the close of the billing cycle. To avoid a FINANCE CHAR«?E pay the full unpaid balance withill ,,0 days from date of this billinç
PLEASE PAY FROM THIS INVOICE
Fees according to our June 19,2006 Service Agreement:
Preliminary grading and site layout, gradìng, access
TOTAL AMOUNT DUE...
$ 7,554.76
Riverton Office
Work Authorized By: V.R. Blackmon
Period Covered: Through August 5, 2006
124 Eat Mlln S....!
RIverton, WY 12501
301-8511-8138
307-85&.3851 (fox)
rfV1trton@lnb.rv-miller.com
1120 east"C" Sin.!
Casper, WY 12&01
301-571.0108
307-412-44ð2Ifn)
...por@lnborv....lIl.r.com
350 Plrsley Boull.1Id
Choyonno, WY 12001
301.QUl21
307-83502713 (fox)
ch.".nIIIII8IntNtnwnilllllr.f'!l'Im
.428 Alln ROld
PowIlI, WY12435
301-754-7170
307·754-7018 (foxl
--11...1.....___111.........-
520 WIIkll Driv., SUitl 13
Gre.n River, WY 12935
307-815-1314
307-875-1395 (fax)
. -.. ...
Cl......._69
0027565
4I'1IIÞ. NEJ E RG -M I LLERE N GI NEE RS
Corporate FederalLD. 83-0220316
Invoice No. 1270600002; Kemmerer BLM Office
Date: October 13, 2006
I
Job No. 12706-RE
Carotex Construction, Inc.
P.O. Box 949
Hearne, TX 77859
I
L
-1
All accounts for goods provided or services rendered are payable upon receipt of billing. Those accounts not paid accordingly will be subject to a FINANCE CHARGE at
periodic rate of 1 1/2% per month (or a minimum of 50 cents for balances under $34) which is an ANNUAL PERCENTAGE RATE of 18% applied'
the adJusted balance at the close of the billing cycle. To avoid a FINANCE CHARGE pay the full unpaid balance within 30 days from date of this blllinl
PLEASE PAY FROM THIS INVOICE
Fees according to our June 19,2006 Service Agreement:
Work on site layout, finalize grading, access and utility design
TOTAL AMOUNT DUE...
$ 4,721.83
Riverton Office
Work Authorized By: V.R. Blackmon
Period Covered: August 6, 2006 through September 30,2006
124 East Mlln Slreot
Rlverton, WY 82501
307-856-8138
307-856-3851 (lox)
rtvllrton/tDlnberu,,",'lIltf.r.nm
1120 East ·C· Sltoot
Cuper. WY 82601
307·577-(1805
307...72-4402 (lox)
H.....ln..._M...III......._
350 Porsloy Boulevlrd
Chop..o, WY 62007
307-535-6827
307-835-2713 (lox)
...1._..____...,.....___ _".__ ___
425 All. ROld
Powell, WY 12435
307-754-7170
3~.~~~7011 !!.n)
520 Wllkel Drive, Suite 13
G",o. RIver, WY 82935
307-875-4394
307-875-4395 (1Ix)
0001.70
OSZ?S65
NOTICE OF INTENT TO FILE LIEN
I
To Owner:
i
CERTIFIED MAIL - RETURN RECEIPT REOUESTED
David Vanadore
Carotex Construction
P. O. Box 949
Hearne, Texas 77859
PLEASE TAKE NOTICE that Inberg Surveying Company, Inc., a Wyoming
corporation, d/b/a Inberg-Miller Engineers, whose address is 124 East Main, Street, Riverton,
Wyoming 82501, intends to file a Lien Statement and assert a lien pursuant to the laws of the State
of Wyoming, for all amounts owing to them for goods, services, labor, ormaterials.furnished on your
behalf for the improvement of the following des~ribed property situate in the County of Lincoln,
State of Wyoming, to-wit:
See Exhibit "A" attached.
The present balance owing for said goods, services, labor, or materials furnished is
approximately $12,858.19, plus accruing interest, and unless full amount of said balance is timely
received, Inberg Surveying Company, Inc., a Wyoming corporation, d/b/a fuberg-Miller Engineers,
will file their Lien Statement against the above-described property and all improvements thereon as
provided by law, but said lien shall be filed nQ sooner than ten (10) days from the date ofthis Notice.
DATED this -1L day of
2007.
INBERG SURVEYING COMPANY, INC.,
a Wyoming corporation, d/b/a
Inberg-Miller Engineers
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.l:J..S. Pos~al ServIC,eTM.' , ", . .' " "." ~, :
CER;rIFIED MAIL,¥ RECEIPT' " ';..',', .
(Domestic Mail Only; No Insurance Coverage Provide.d)
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OFFICIAL
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d. .. c:.t:o
, 8'5
Postage $
By
MARY H EN REED, Attorney
McC~ d Reed, Attorneys at Law, LC
P. O. Bo 1418
Cody, Wyoming 82414
(307) 587-6291
·m
I:]
I:]
, I:] Return Recelpt."ee
(Endorsement Required)
I:] Restricted Delivery Fee
ñ' (Endorsement Required)
r-'I
m Total POltage & Fe.. $
Certlned Fee
. 'j (.
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I:] en 0'
I:] David Vanadore-Carotex Constr.
I"- - ···tÄjj- ~--_.-._.. ..--.................... .........................................
~~8~~:~.O. Box 949
ëitÿ.-Šiåië:Zlpt4-ïÏ~~~;;~:···TX··7·7·ä5·9·············...··.............
EXHIBIT
PS Form 3800. June 2002 See Reverse for InstructIOns
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c.
UU0171
ø~:~~?Si&:5)
EXHIBIT "A"
'~~ÓP;¡;ri::~~g¡¡;I;:;~; ',' <.. . . ." .' '. . ": > '.', . " '. .. ....
:, ....,. ..:, PARCEL OF LAND IS tOëÀTED IN A pÖRi"iòN .OF TRACTS 62 AND' 71.' A ·PORTloN. åF 'THÈ: $W·~·; SECTION .T2..'
···r .>.~:: ··.'~4l QF· THE:--.RESU~VEY.. OF: T.2.1 N.,. R..l1.6W" 6TH P'~.,·. .UNCO~N. ÇOUNTY, ,CIT'(. OF. K~/yfM~R~R,. WYOMING.. SAJD :'....
.. ~ :-,. .". PARèEL BEING BOUNDED ON. THE EASTERl:Y SIDE BY. THE WESTERLY .RIGHT ÓF. WAy'. OF. U.S. HIGHWAY. 189, ANp .' .
. ·Y::·i'.··: 8ÉING BOUNDEÖ ·ON· tHÊ' WE$lt~LY SIDE BY THE: tASTËRLÝ ~IGHT ..OF' WAY OF WYOMING STATE HIGHWAY 2~S~; '."". .
: "".:.:, .. AND sËING' BOUNDEÖ '''bN THE' NORTH·:BY A CITY. .OF .KEMMERER PARCËl.. DESCRIBED AND: RtCORDED IN BOOK."... .
,..:'~""'·:.':::.·.:-~j7,.·PAGE '~63 ANÒ .B.EiNG, BOUND~D·P!'l. THE 'ON ~HE..SOUTH S.lD~:8Y A PÀRTICULAR PARCEL:CONVEYED.TQ.,..":.....
....: ·.>:·THE STÄTE; HIGHWAY COMMISSrON",OI;' \ft'OMIN9, DESCRII;3ED .AND REèqRDED :1N BOOK 1;79.. . PAGE .2-?4. THE.:..:. ......
". ,.:.'.!.i' ..:. PREVIOUS NOTED.. DOCUMËNrS ARE; :.ON .FILE· AT' THE LINCOLN ,COUNTY COURTHOUSE.";. .:.....; ". . .' '. . '. .... ' :". '.:' '. ' .
":' < .: :':.:: THË: pARC.EL pl="' LANP. .B~It-:lG· .ÖE:SCRI.~Eq ~9RÈ "PAFrtl~UIARLY. 'ASF9L~qWS: . .:::.. .,:..:../.....¿.~'..~. :.:':>'..:' ;'. .... '. ..... ..::':'. :::
: . '. '" .'. ., '. '. '. '. .... . '. . ..' :.'.: .' ',. '. ...... '. ". .:. . ..... .' .'. '. "':. .... . . .; "." "!. ..... .......;. . . . .'" :" .':.:.... :.,:, .: . . . . . ,. ',.',
'< C'OÚMËNtINC;-ÀT CORN.Ëif N.\.J~,(àÈR· 1 ÓF .TRÄCt· '62~: Ct' THÈ·.'RESURVEY· ÒF..·T.21 r:r; ~:1: fSvV.> 6TH.·.þ.M.,· liNCOlN .'::: .'. ..
:' ':', '<'.:',. .èOUNTY,. 'wYOMING: WH€REIS. FquND' A BRASS CAP;.).. ":'.' ..': :.' ..::. ...:;'..... ':.'..' ;.,'. ..:,.....:. :'. ": '... '.," ......:;->.: -:' .... .,' .:'.:.'. .
:"":·THÉNCE:· N89'4$'42"W, .1321.57. FEEi:TO '(::ORNER· NUMBEk' 4· ÖF .SAID·1RAèr"S2¡ ':';'::."'/"":':"~::"">':"..::':' .'.::'" ....: <:::::.:.'....
~...:'"jHENbE· St1'j3'41:'E~ 576,83 FEET lö .THE·.PONT o.F·.SEGINNING O.F "THIs. DGSC"R1PTioN>.·SAIÖ·PÖINT OF 8EGINNIN·G.:.' .
:'..:.:'....,.......: BEING:.A POINt oN .THE:W~STERLÝ 'RIGHT OF WAY· OF' U.S. HIGHWAY. 18'9 AND. ON· THE ··S·OUT'HERLY BOUNDARY:'..:"
::. ". :':'. '. OF· A ÞARTICULAR PARCEL ÖF' LÀNb CONVEYED TO THE City ÒF KEMME'RER, DESCRistÖAND RECORDED 'IN." : .'
.:::": :.'.......:. :\: ßÓOK. ~37¡ . PÃGE 2(53 dN FilÊ AT LINCOLN 'COUNTY ·.CÖURTI-¡OUSE,. \VHERE: ·.IS· FOUND. A 2~i. 'ÂL\JMINUM CAp;: :':' '. :., '.
,:·->:rHÉNCE. S68~13~21"W,.·ALONG·'rHÈ.:SOUTHE·RLY· BOUNDARY OF' SAID CllY.'OF KEMMERE:R ÞARCä;: 258~73 FEET TO. : .. '.:
.......:' ·"·A· P"OINT" WH'E''''''E Is FOUND·A··2··..·ALUMINUM CAP;':':::"":': :./.......:.,.:.....:...,'.., .:..,.......:.:-....:.:, :.:.. :.' ........ .'
;". ":'. .... r\ . . '. ì.......,......... .,........ ".............,. . '. . .' " ". .....
".;.:"' 'THENCE, N84'20·3.3"W; 161.60 FErt TO' THCsåutHwEsr CORNER' OF" SAID' êlTY' åF" 'KÈMliERE:'R PARCEL. SAID'.. '::. ';. , .
,..':"',.: '.. ··:;·.SOUTHWEST CORNER· ALSÒ BEING THE SOUTHEAST CÒRNE:R' oF.· A PA'RTlCU.LAR" PARCEL. OF LAND: CONVEYED:;':.. ".
...., ,·:·:::,··.·:.TÒ rHE:"CrrY'OF KËMMERE.R, HERtlNAFTER KNoWN ·AS..~tMMERER #~(PARCEL; þESCRistb':AND RECORDED:...., .
;.·/:-;:'·:·'IN SOOK. 313.' PAGE ·209, 'ON FILE AT UNèoLN couNty COURTHÖUSË, WHERE.:·IS·FOUNÒ A' 2". ALUMINUM.dAP( '"
:>:··:-r8ËNCE 'CONiINUINq' N84'2.Ú·j3"~· A.~ONG T.HE. SOLiT~E~.LY· :'BOUNDARY ;·9F. ·.SAID· kÉ~MER~R. #2 .PARC~L~· 54.043 FËtr: .,
· ..:. . ':'. .... TO THE' SOUTHWEST 'CORNER OF SAID HIGHWAY 233. WHERE is: FOUND, A 2" ·.ALUMINU~ ··CAP. ·..SAID POINT 8~]NG
·:.::·:.··.·:··.):A POINT. ON A CIRCULAR' CURVE' TO THË RIGHT' THE RADIUS FiOINT Of.SAIÒ..CURVE 8ËARS..S77'2o"54", 14a'2.39,::.
· .... THENèE . SOUTHERLY: 440:22 FEET ALONG ¡HE ARC'. OF. SAID .. CURVE TO" THE RIGHT ÃND ALONG /tHE EASTERLY RIGHT I
:".<..:':'. OF WAY' WYOMING" STÃTË HIGHWAy'233, THROUGH Ä d:NTRAL. ANGLË: OF. 11·OÒ'53". to THE' PöT, OF. SAID CURVE . .
. :. '..~ .:;. TO THE· RIGHT¡ 'WHERE IS FOUND.A STANDARD. HIGHWAY ·RIGHT:··OF. WAy' MA~KE~; : . "-:.'. .::":. ..:.',... '.:.': .
'. '. -i'H'ENcE S4'2Ò'44"W, "393.41 'FEET TO A- POINT WHE~E 'IS FOUND .K STANDARD. HIGHWAY.·RIGRi· bl=' : WAY MARKËR;'" '.
.. '.; THENCE ·èÖNTINUING iJ.:lÈ FOLL.OWING flY!:; (5). (:,:QUR~E.S. ALqNG THE ËÅSTÊRl:Y·. RIGHT OF WAY. OF wYOM.lNG STÀ1:E..
'. "''':-'.. :HIGHWAY .2.33. .. .....::.. .,' .!:,,' . :.. '. .... '. "':':'.:: .:. :.: .:....> :''':.'' .~::' r.:- .'. .: .;. :.: ':-:. ;' . ", ::' ".: .. .
.....< 'THENC:E ·S88;48'35·:'[, '14:49 .FËEŸ 'ro' Å PÒINt"'\V}-{E8Ê is' FOUND" A 'STANÓÁRD HI9HWÃY' RIGHf. ò.~· WAY MARKER; .;.:
. ·:'.:JHENÇE .S4'.18·'1S"W, 3.4i.16 FE~T TO A:..PÒINT WHERp IS ·.FOUND· A ·.STANQA~b .HIGHWAY' RIGtft OF ·wÀY MARKER;... '.
.;..... :THENCE S8S'37'2ö"e\ 24.80 FEET .TO·A .POiNT WHERE'IS FOUND k STANDARÒ '¡:ÜGHWAY RiGHT OF WAY' MARKER; : . .
<';.:,THENCE S4:17'13';W; 24.3.82' FEET TO A' POi~T WHERE" IS FOUND·.A :STANDÄRD HiGHWAY RIGHÍ'."OF WAY MARKER;: '. .' .
··:·::.THENCE..S;1.'17'13"W, 71.1"3' FEÈT TO'Å POINT ON THE EASTElk{ RIGHT bF..;WYOMING· STÅÌE .~ilGHWAY 233 AND :tHE'
. .:. .:;" .:. NåRtHWESTERL Y CORNER. OF' A PARTICULÁR PARêEL. OF LAND· CONVEYED .to Ti-iÊ.: STATE HIGHWAY COMMiSsioN
.:....;.. :. ,,:", OF' WYOMING, ::OESCRIBED AND" RECORDED IN' BOOI<.;j 79¡ PÃGE' 224;' ON FILE At THE. LINCOLN COUNTY : :'. :
:':'. ":..::.:< :'COURTHOUSE WHÈRE ·IS FOUND A '2" ·ALUMINUM· CAP.:· ::,"::'" :'. :.':. .:..... ...:. ..'., .':," .: ::; ':<:." ':". .... : '..
·:··.:·.JFjENCE S6.3'Oi49"É ALbNG"THE NORTHERLY. 8ÔÙNDARY.'·6.F.·..SAlb 'STATE' HIGHWAY cdtvit.USSION OF WYOMING PARCEL;'
'. ··;···......·...·::·84.97 FEET TO.A ·PQI.NT WHERE I.S FOUND A STANDARD HIGHWAY RIGHT OF. WAY MA~KER: ."., '. . .' ...... .' .:.
..... : >ti-iENcË . CONtiNUING S63·(j7.'49~'E,. ':47.00' FEET 'TO A POiNT COMMdN 'TO 'THE' EAS't¡:;~LY :RIGHT OF WAY WYOivIlNG': STATE: .
· ~"":.::.: ·,.'HIGHWAY· 233 AND .THE- WESTERLY"R)GHT 'OF WÃY åF U.S.' HIGHWAY 189,' .OFFSET '87.50 FEET. OF THE CENTERLINE'
..<··::·:··:··...Of Ù.S.: HIGHWAY 189 AS DEFINEþ BY'\WOMING 81GHWAY ·pEPAR.rMENr,p~ÖJECT .PP~RRS'-F 011-3(4), WH,ERE IS
,'... ';".:. ':'.' FÒUND A '2" ALUMINUM 'CAP; ';.....:.: '. .:'. : .: . ".' '. . :',:" ... .. :. . :'; .... '. .' ... '.' .... ". . :
". ··....THÉNCE N27"14: $6"~, ALONG THE. WESTERLY R:IGHT. öi='. WAY.' 'O'F' sAID" lJ.s;' HI9H.WAY· .189; 177.23 FEET to' A pOIÌ~r .
....:..:;. WHERE IS FOUND A 2" ALUMINUM CAP;'.' .....',.... ". ":'.' '.: .., .'. .' .:'. :
··::·:·THENèE .N6Q'3.2·OQ"W, 1'.92 FEET to A POINT· WHERE: IS FÕUND A 2'; ALUMINUM . CAP. :SAID "POiNT BEING A POINT ON
.:.:': :.. .. THE' WESTERLY RIGH'T OF. WAY OF U.S, HiGHWAY 189. AS DEFINED BY INSTRUMe:NT NUMBER 893358 ON FILE AT
· . .:'" : " THE LINCOLN COUNTY CåURTHOUSE,. WHE~E IS FOUN'D A 2" ALUMINUM CAP: . '. ......:. ... .
· " THENCE. CONTINUING THE FOLLOWING SIX COURSES ALONG THE WESTERLY. RIGHT OF WAY OF ·U.S. HIGHWAY 189' AS
.: .... .' . ÒEFINED BY 'SAID .INSTRUMENT NUMBE~ 893.358.. .' '. .'. ....... :. . . . .
.:. ':':tHËNCE 'N28'S2'47"Ë; 10.62 FEET TO A .POIN:r WHERE IS FOUND A STÄNDARD' HIGHW,w RIGHT 'OF WAY MARKER. SAID.
· . '" POINT .BE.lN9" THE' TANGENT TO SPIRAL CURVE Crs') OF A SPIRAL CURVE. TO THE LEFT. THE tENTERLlNE POINT ÒF ..
'. . 'TS~..BEAR$, S61'07~1'3"E å.9.89.FEET. THE WESTERLY RIGHT OF WAY OF U,S. HIGHWAY 189 BEING DEFINED AS f.."
' : .':. !-INE OFFSET..89.89 FEET OR. 109.91 FEET AND PARALLEL TO THE' CENTERLINE OF SÀID U,S, HIGHWAY 189 AS :
· .....:: DEFINED By..tHE FOLLOWING; . . ..... . . : :.... . . .'. . ..... '. .
· '. ,':'. ". ::·::ï·HÊ·'··ë~NtERtíNE::·-þATA--F9;i:··SAlb :·SPf~,t.Ù·'QUR~Ê-:.8E.lNG:·..:~-¡:érÅL..:.DEi..i'A"·..~:··.3,i~.3.9}5.2:i:\:·;!)éLl'A...SPIRÂl·:.7=Í' '~.:46'29"','
· .:. '.. . ":.' ........ ·TOTAL. TANGENT LENGTH'.. 77~.05· FEET, RADIUS .. 1968.50 FEET, SPIRAL. LENGTH.= 32'8,08 FEET, .'.
· '. .'. :' :.' CIRCULAR LENGTH ... 862.89~ : .. . '. . . :. '.
>.::·THENC"E· NQRTHER~Y . FROM SAID.·.'TS';· ALONG THE· WESTERLY' R.IGHT OF WAY; QFFSET 89,89 FEET TO THE LEFT ('itÊST)'. .....: .,:
.' . .·o.;::...~F 7AID :CENTERLINE, THROUGH. THE. 'SPIRAL PORTION, OF THE SPIRAL. CLJRVE TO THE POINT OF SPIRA!- TO !CURVË . ¡
· .:; .' : .'.( SC). WHËRE ·IS FOUNP A STANDARD HIGHWAY RIGHT Or=- WAY MARKER.' THE: CHORD FR.OM THE 'TS' TO THE 'SC'......:
.'. ...... .···SEARS N27'21'22~'E 331.11 FEET.·...·...·, . ". ..,....
'. . . ,'. . . ..' ", . ..' '., . I"
... . )HENCË;' N65'5..3·11"~ ALONG. A.·RADIAL LINE 20.01 FEET T(rrHE 'SC' OF THE SPIRAL CURVE 'OFFSET FROM THE i :- '.'
:. :'" .......... CENTERLINE .1,09.91. FEET,. WHËRE IS. FOUND A STANDARD HIGHWAY RIGHT ÖF :WAY MARKER..:. . ¡'
. '. -.TH.I;NC.E.: CqNTIN\JII'1G ALONG THE· 1 Q9,91. FÖOT OFFSET AND PARALLEL. .LlNE TO SAlD CENTERLINE OF SAID. HIGHWAY'
.':>.. ·.··.·FPLlOWING SP.IRÄL CURV~ ·TO .THE·J:>OINT·OF.CURVE.·TO SPIRAL .CCS!), WHERE' IS FOUND A STANDARDHIG¡.(WAY .
.:......:~ RIGHT"' OF. WAY ·MARKER. THE: CHORþ FÒRMAT. THE '$C' ·TO. THE 'cs' ALONG THE WESTERLY 'RIGHr OF wÄY BEARS'
·:-..:·····N11·32!4·6",.J 80'819 FEET' ..:., .'.:.: '," . . .' :..'...... ....... .' . .,.
: . ..':, ", .'. .t., . .. , '. ." .:':'.' .',' . . .... ..... .:' '.' . .... ,.... . ..., .' . . " .
...., TflENCE 'NORTHERLY' ALONG. THE; SPIRAL· PORTION OF· THE SPIRAL GWRVE TO THE POINt OF THE SÞIRAL TO TÀNG,ENT
. .. ..... :'. .' ('ST'), WH.ERE IS. FOUND A StA~DA~D HIGHWAY RIGHT OF: WAY MARKER. THE CHORD FRQM THE 'Cs' TO THE 'sT'
. ',' .::.: ALONG :TH~ WE.$TERLY, RIGHI. QF WAY BEARS' N4%%·S13,'Ó2'.w, .318.83 .FEET;'"-:" '.:..::.;.' ..... '. '.J.;
.'., THENCt .Ñ5'4~'09"W!Sl5,29. FEET TO. THE:.P.C?,INT.ÖF. BEG.lNNINGÒF tHIS DESéRIPTIÖN,:....·. .." .
.. . .., , .. ."" . . '.' .' .: , :" '.' . . ". :.' :. .' .... '. : ::'.,
'-,
. Complete Items 1, 2,and 3. A!socômplete
Item 41f Restricted Del/very Is deslred~. ..',
. . Print your name and address on the reverse
flO that we .can return the card. to you. ..' ,
. Attach this card to the back ofthe mal/piece,
or on th.e front If space permits.
1. Article Addressed to: .
Bureau of Land Management
Mike' Kirby j
Derivet:Federal Cènter~
P:;;.~9. Box 25047 . .' .
D~~~l~r" CO 80225-0047'
'0 Agent ,
. 0 Addressee '
C. Date of Delivery i
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MalVI' '. "
. . R~jÞí for f¡r1erchandlae
o Inau 0 C..t(0!'·
4. RestJ:tcted DellveiYTrS'f}ã Fee) 0 Yes
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2. Article Nurnber ,""" ..... .. --'. .--.. .....,:.. .. . ........... _......¡.-...._...~_._.._......-.-_._.-. -..
: '. : (Transferfromse 7005 3110 0003 0314 3092
:.~~.~~~.~a.11;Fe ruary 2004 " ; i J)o~estlc Return Receipt
~ .
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. 10?595-02-M·1540 .
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"u.s. Postal SerViCeTM' ,"
CERTIFIED MAllr'~.1 RECEIPT, ' "
(Domestic Mail Only; No Insurance Coverage p. rovided) ,
OFFICIAL
Postage $
"3.7
,). ctV
1·15
m
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e Retum Reoelpt Fee
e (Endor.ement Required)
e Re.trlcl8d Delivery Fee
r-'! (Endor.ement Required)
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m Total Postage & Fee. $
Certlfled Fee
Lf,~
LI1
C ~ 0 Bureau of Land Management
e 1:iiiiifAPLWO::.........................................··········....................
I"- or PO Box No. . P.O. Box 25047 .
ë..:··!J························~·····_..··········_·····............................-...
~ œ~~~Denver, CO 80225-0047
PS Form 3900, June 2002 See Reverse for Inslrucllons
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NOTICE OF INTENT TO FILE LIEN
CERTIFIED MAIL - RETURN RECEIPT REOUESTED
Bureau of Land Management
c/o Mike Kirby
National Business Center
Denver Federal Center, Building 50
P.O. Box 25047
Denver, Colorado 80225-0047
PLEASE TAKE NOTICE that Inberg Surveying Company, Inc., a Wyoming
corporation, d/b/a Inberg-Miller Engineers, whose address is 124 East Main Street, Riverton,
Wyoming 82501, intends to file a Lien Statement and assert a lien pursuant to the laws of the State
ofWyomi.ng, for all amounts owing to them for goods, services, labor, or materials furnished on the
improvement of the following described property situate in. the County of Lincoln, State of
Wyoming, . to-wit:
See Exhibit "A" attached.
The present balance owing for said goods, services, labor, or materials furnished is
approximately $12,858.19, plus accruing interest, and unless full amount of said balance is timely
received, Inberg Surveying Company, Inc., a Wyoming corporation, d/b/a Inberg-Miller Engineers,
. will file their Lien Statement against the above-described property and all improvements thereon as
provided by law, but said lien shall be filed no sooner than ten (10) days ftom the date of this Notic,e.
DATED this ~ day of ~ 2007. .
INBERG SURVEYING COMPANY, INC.,
a Wyoming corporation, d/b/a
Inberg-Miller Engineers
By
MARY HE
McCarty Reed, Attorneys at Law, LC
P. O. Box 418
Cody, Wyoming 82414
(307) 587-6291
UUU174
O~75G5
EXHIBIT "A"
~::'. :~·~·~p'~k;(6;~b~¡~tI6~·;·:·.:::.·<.,:.·"··::-,'. .: ": :":. .~. . ..' '. ..... '.": .... . ....:. .:>.' .:'. .....:..: .' >: ." .' ':'. '.' '.
..: ....... ..:, PARCEL OF LAND IS LoëÀTE'D IN A pORi"íÒN .OF TRACTS 62 AND' 71,' A ·PORTloN. OF 'THE: SW·X.; 'StCTION T2...
..'; .~:'.::: ·.·'A~l.: QF· THE ·.RESU~VEYOF: T,2.1 N.,. R..·1J 6W., 6TH P'~'" .lINCO~N. ÇOUNT'(, : CITY OF. K~MM~R~R,· WYOMING... SAID .'.
.":: :;. ", . PARCEL BEING BOUNDED ON. THE EASTE'RlY SIDE BY. THE .WESTE~LYRIGHT OF. WAY. OF. U.S, HIGHWAY. 189, ANp .'
·:~·\'·.···:ÉlEINGè·oUNDED ·ON· THE' WËSTE~LY SIDE BY THE: "EASTERLY RIGHT.OF' 'wAY OF WYOMING SlATE HIGHWAY 23~;·.·-.·
: "':":,..' AND I3ËING' BOUNDEÖ'ÖN THE' NÓRTH·.:BY A CITY .OF .KEMMERER PARCÉL OESÇRIBED AND: RËCORDED IN èOÒK." '.:
,.:":.'··:.·..·..>~37,·-PAGE ·263 AND .B.EING, BOUNDED' P~. TH~ '(jN ~HE. .SOUTH S.ID~: SY A PARilCULAR PARCEL:. CONVE,YED .TQ.....::.
...._:. ..... ::THE. STÄTE HIGHWAY COMMISSION.OF: wYOMIN9, DESCRII;!ED. AND RECO~DED :'IN BOOK 1;19,' PAGr:: .224. THE .:.::. .... . .
". '.:' .'. ....i. ..:. PREVIOUS NOTED. DOCUMËNTS ARE;:.ON .FILE· AT' THE LlN.cOLN ,COUNTY COURTHOUSE; ";. .:....: ;".' .' '. . '. .,'. . . ::,.'_ " ,
':".: '::."::THË: ~ÅRC.EL 9t:':LANP. .B~I~:JG·.bESèRU~EÓ. ~9RE .·PA~tl~UI,ARLY.·ASFOL~qWS: ..:..:....:..:-.,~..:;:.L. :.::,.:\.:.;....... '. ......{.....>
. ~ ...... ....... .... . ',' ~.~. . ',.. '., ,', : ··..··················.·~·:·I -........... ":. . .....:. .~..\.. . .0\:....
\.: bO'MMtNt,'NG-'ÀT CORNE:Ff NUM~'Ù~ "1 ø¡:- .TRÂCt··:6i, :'6f'fHE··..RESU~vd,'6F>r.21 r:(' ~:1:·1'6V/,>6TH.·.·R:~,L LlÑèoLN .:;- :' .'. '.
:.....,.,;.).,. .éoUNIYj.·WÝÒMING:WHEREIS FPUND' ~ BRASS CAP;.:..- :.:.....:.:....':......~:.,'.. .:.'..............:..~::.. ..:'....:.......-:;->.:.:. .... .,'. ::':.:.' .'
:.·.i·THENC'E:· N89'4$'42"W, .1321,57 FEET"TO·CORNER,NUMBEff4.Öt .SAID·fRACr"ä2¡ .:.;:::.....:'.\.:..;::,.,..~..:....:.::_ .'.: :." .... .,':::...:.:.......
:...::jHENCt· S1.1'j3'41~'E;. 576.83 FEET io .THE·.POINT OF·.SEGINNING oj:" ·tHIS. D5ŠC'R'IPtioi,('SAIÖ:PÒINt' OF BEGINNINb.:.' .
:>,.,. \:..... '.... BEING: .A· .P':ÒINT 9N. THE :Wè;STERl,.Y. 'RIGHT OF WAY. Of' U,S.. HIGHWAY .1.8'9 ·AND. ON ·.1!-1.E..··SOUTHERLY BOUNDARY':':.:':'
.... ....:~ . OF·.A 'PARTlCULAR PARCEL OF' LAND CONVEYED TO THE CITY OF KEMMERER, DESCRIBED AND REGORDED 'IN .". : . .
':::":<.:::'.:\: ~OÒK. ~37i 'PÄGç: 2()3 ÖN FilE: AT LlNÇOÜJ "Ç()!JNiY·.COURj~OUSE,. ·.WHE"F~E'.IS· FOUND. A 2~;. 'ÂL~MINUM CAp; ::":":.,
,:·;·:·THENcE. S68:13~21"W,.·ALONG ·'rHÉ.:SOUTH'E·RLY· BOUNDARY OF· SAID CITY .'OF KEMME~e:R. ÞAR'CÊt;: 258~73 FEET TO, : ., '.'
....:...>. ;.... Å ÞÒINT. WHÊR"E IS FOUND'A "2:' ·ALUMINUM. CAPi'....:.;><:.·....:;. :.. "~' ..:..-:.:.: :':ï:- .:......::, ::." '."': '::-~" :..:, .>.... ~. ..... .
/;.<.' 'THENCE. N84'20;i:3'W; 161.60 FErt TO' THE :·SOUTHWESt. CORNER'. Q~' SAID'. êITY'(~F" kEMMt~:tR PARC·EL. SAiD'.. ,-::..>. : .
,..':',.... '.. ··<SOUTHWEST CORNER· ALSO BEING THE SOUTHEASt CORNe:R OF.· A PA~TlCU.LAR.· PARCEL. OF LANÖ: CONVEYED";':." '.'
..... ..: '::'. .....: 10 rHE' CITY' OF KËMMERER, HERtlNAFTER KNOWN ·AS. ~E:MMERER #2'. 'PARCEL; 'ÓESCRièe:b' :AND RECORDED:··.,
.:.>: . ~:.. :' 'IN BOOK. 313,' .PAGE :209, '. ON FILE A.T LlNèoLN COUNTY COURTM0USË, WHERE.:"IS.. FoUND A :2 ". ALUMINUM. dAP;': . .
'i:: ',THÈI..jCE: 'CONTINUING N84'2.0·33'Y¡· A.~ONG n-iE SOUT!1E~.LY: :'BOUNDAR)' ,9F. ·.SAID . kEMMER~R. #2 .PARC~L~· 54.043 F$, . '.
'..'. '''''' .... TO THE' SOUTHWEST 'CORNER OF SAID HIGHWAY 233. WHERE' IS' FOUND. A 2"·.ALUMINUM ··CAP.··:SAID POINT 8ËING
';.:>.::.,.:--''' '~':Å POINT. ON A' CIRCULAR' CURVE' TO 'rHË RIGHT·tHE RADIUS POINT Or:. SAID.. CURVE 8ËARS..S77'20·'54", 14a'2.39.:'.
. .... THENCE . $OUTH~RL'i' :440:22 FEET ALONG THE ARC. ÒF. SAID ..CURVE TO: THE RIGHl: ,Á,NP ALONG /tHE EASTERLY RIGi-rr
:".<:::.. '. OF WAY' WÝOMING" STATE HIGHWAY 233, TH~OUGH Ä (:~ENTRAL. ANGL-Ë: OJ:", 11'00'53". to -rME' P,T. OF. SAID ÇURVE
: :'.... "> TO :n·¡Ë·. RIGH!¡ ·.WHERE 1$. fO~ND .A ST~NDARD. HIGHWAY· RIGHT: ·Oli. WAy' MARKE~; : ,':::. .:>.... ..:........ . ":.': .
. '. "tHENcE S4'20' 44"W, "393.41 'FEET TO Ä' POINT WHERE 'IS FOUND A STANDARD. HIGHWAY ..RIGHT 'ot:', WAY MARKËR;'" '.
.. '.; THENCE: 'CONTINUING n:lE .FOLL.OWING FIY~(5). ·ÇþUR$E.S. ALqNG THE ËÁSTÊRLY·. RIGHT OF WAY' OF WyOM.ING STÀ1:E...
······,.····...HIGHWAY.233. ......:.. .:.;......:........ '. "':':'.'.:':' :.:.:.'...:.,.....:..::::....,>...::.:.:.: ':.:.;' "'::..' ....: .'
..... 'THENCE ·S88;48'35.''È, '14:49 FËEf 'ro" Å i:iOINT'-\v'HERË is' Fou;"m/ A'· STAt-.JDÁRD HIGHWÀY' RIGHt. OP' WAY MARKER;'..:.
..·~.;:THENCE 54'18'15"W, 34i.16·FEET TO A:ÞÒINT WHERE ISFbuND'A'STANDÅ~b HiGHWAY' R1GHTOF'WÀY MARKE~;·:.'.
':".:.' ,THENCÈ S85'37'2Ö"E\ 24.80 FEIT .TO·A .·POiNT WHERÉ'IS FOUND k STANDÄRÓ 'H'IGHWAY RiGHT ÖF WAY' MARKER; :'..
"::';.::T!:fENCE 54: 17'13';W¡ 24.3.82' FEET TO A' poiNT WHERE" IS FOUND·.A :STANDARD l-iiGHWAY ~IGHi'.."OF WAY MARKER;: '. .' .
·:·:::THENCE..S4'17'1j"W, 71.(5 FEÈT TO'A POINT ÒN THE EASTE~L'i' RIGHT 6F..;WYOMING· ŠTÂTE .HIGHWAY 23:3 AND :tHE'
. '. .: ::.:; .:. NORTHWESTERLY CORNER. OF A PARilCULAR PARêEL. OF LAND· CONVEYED ,to tHE.: STATE HIGHWAY COMMISsioN
-:...;.' ,'. ,,:'., OF' WYOMING,','ÖESCRIBED AND:RECORDED IN' BOOK.:j791 PÄGE'224;' ON FILE Af THE. LINCOLN COUNTY ::'.
:':'. ..:....:< :'CbURTHOUSE WHÈRE: ·IS F,OUND A '2" ·ÀLU~..1INUM· CAÞ.;·· ::,"':..,,' ,<.'.~ :::"'~' ,:' ..'.:.-:..... .:.? .::<:. ....:.'. .... '. '. ':
·:":·'.,fHENCE S63'Oi'49"E ALONG"THE NORTHERLY.80ÙNDARY'·å.F.".·SAIÒ STATE HIGHWAY CÖMMISSlåN OF WYOMING PARCEL;'
'. ··;··....:·...·::-ä4,97 FEET TO,A·PQI.NT WHERE I.SFOUND· A STANDAR.D .HIGHWAY ~IGHT OF. WÄy MA~I<Ë::R; ..'. '. ..' ..... .....,:
.... :>rHENèË. CONilNUING S63·(j't49~'e:, '47.00' FEET 'TO A POiNT COMMdN 'TO '1'HÊ' EASTERLY :RIGHT OF WAY. WYOMING':STATE :
· :":":.::: ·,·HIGHWAY· 233 AND .THE WESTERLY"RIGHT'OF WÄY ÒF U.S.' HIGHWAY 189,' OFFŠET '87.50 FEET.OF THE CENTERLINE'
.:':'.: :.?·-:··,'OF U.S,: HIGHWAY 189 As DEFINED èY':WYOMING 81GHWAY 'DEPARTMENT'PROJECT .QP-:-RRS'-F 011-3(4), WHERE IS
·...··,'·;·:'·FÓUNDA·2"ALUMINUM·CAP·'····..·::...···....··,.,.:.'.....' :....:.:.... .:' .: '. '_'.:' :'.'
--:. .·..:THÉNCE N27\14:'$S"È, ALONG THE'WESTERLY R"ic~HT.åF"WAY··ÖF·SAID: l.J,S~· HIGHWAY' 189; 177.23 FEET TO A pOlkr'
....:. .::. WHERE IS FOUND A. 2" ALUMINUM CAP;',' ....: ,.. . . :. . \..' .' .... . ." '.. .: : .
··:..··.·THENCE .N60'32'09"W, (.92 FEET to À POINT· WHERE: IS FÔÙND A 2'; ALUMINUM . CAP, : SAID "POiNT BEING A POINT ON
.:.: . .. :. . .. THE' WESTERLY RIGH'T OF. WAY OF U.S, HiGHWAY 189. AS DEFINED BY INSTRUMENT NUMBER 893358 ON FILE AT
· . .';". : " THE llNCOLN coul;nY COURTHOUSÊ,. WHERE IS FOUN'D A 2". ALUMINUM CAP; . '. .'" . .: .... . . .
· .. THENCE. CONTINUING THE FOLLOWING SIX COURSES ALONG THE WESTERLY. RIGHT ot: WAY OF ·U.S. HIGHWAY 189 AS
" ...'.... O.EFINED BY ·-$I\I.D .INSTRUMENT NUMBm 893358. .' .' .' .': ..,.... :. . . . .
.: ·::tHËNCE 'N28'52'47"E, 10.62 FgET TO A .POIN:r WHERE IS FOUND A STÄNDARD' HIGHWAY RIGHT 'OF WAY MARKER. SAID. .
· ." '" POINT .8E.ING" THE' TANGENT TO SPIRAL CURVE' ('TS') OF A SPIRAL CURVE. TO THE LEFT. THE CENTERLINE POINT OF :
:. . '.' 'TS~.8EAR$: S61'07!r3"E à.9.89 FEET. THE WESTERLY RIGHT OF WAY OF U,S, HIGHWAY 189 BEING DEFINED AS Ä"
· , ..:. l-INE OFFSET.·89.89 FEET OR. 109.91 FEET AND PARALLEL TO THE' CENTERLINE OF SAID U.S. HIGHWAY 189 AS .,:
. ....:: DEFINËD BY"THE 'FOLLOWING; . . ...... '.: :" '" . . .'. . ..... '. . '.
· ....:., ". :···..·'rHÈ·'··ë'~NtÈ:RdNt::·f>~.T,.ï··FO¡-:~:··SAlb :SPf~AG-·'qURVE·:·BE.lNG::.::"¡:'OTÅL.:.:DEl.Ti· ,.;;,:··.34~3.9.J5à;~\:·;·6éLTA...SPIRÄl·:.=. '';.:46'29''','
: ." '.' . ,..:........: ·TOTAL. TANGENT LENGTH' - 779.05" FEET, RADIUS - 1968,50 FEET, SPIRAL. LENGTH .= 32'8,08 FEET, .'.
· ....:. ".' CIRCULAR LENGTH - 862,89: : .' . '. . . : ."
.:-. .:.·THENCE· NQ~THE:R~Y' FROM SAID.·.'TS';· ALONG THE WESTERLY' RIGHT OF WAY; OFFSET 89..89 FEET TO THE LEFT (V/~si}. ......~.
· '. <;. :...~F, ~AID .·CENTERLINE, THROUGH THE 'SPIRAL PORTION, OF THE SPIRAL. CURVE TO THE POINT OF SPIRAL. TO !CURvt . i
. .:; ..:.'.( SC), WHERE ·IS FOUNt) A STANDARD HIGHWAY RIGHT Or: WAY MARKER.' THE: CHORD FROM THE 'TS' TO THE 'SC'.....
.... ...... .···SEARS N27'21'22"E 331.11 FEET:·,·...·. '.' ... '.,., ....
. . . '. .... . ...... ¡..
· '. "':THEN~~' N65'5..3'11"W. ALONG. A.·RADIAL LINE 2å.01 FEET 1:<r.THE 'SC' OF THE SPIRAL CURVE OFFSET FROM THE ¡" :. '.'
: '... ......... CENTERLINE .1.0~,91. FEET,. WHERE IS. FOUND A STANDARD HIGHWAY RIGHT OF .WAY MARktR...·· '!'
'. . ,.TH.ENÇ.E.: CqNTIN~II'!G ALONG THE· 199.91.. FOOT OFFSET AND PARALLEL. .LlNE TO SAID CENTERLINE OF SAID. HIGHWAY'
.:'. .' . ·...,."fÇ>LLOWING SPIRA~ CURV~ ·TO .:rHE· ~()INT ·OF. CURVE. 'TO SPIRAL .('CS~). WHERÈ' JS FOUND 'A STANDARD. HIGr/v/AY .
.:.......~ RIÇHT' OF. WAY ·MARKER. THE: CH.OR]) FÒRMAT. THE 'sc' ·TO. THE 'CS' ALONG THE WESTERLY 'RIGHT OF WAY éEARS'
.·..:,·>···.N,11'32!4·6·~E,.8b8.19.FEET:.: .:.........:'.... ...~. '. .:' ......:.'.......:. ..... .... ". . ...¡.
::. THENCE 'NORTHERLY' ALONG THE; SPIRAL· PORTION åF. THE SPIRAL CURVe:' iå .TH~ POINT OF THE SPIRAL TO TANGENT
; ,,""',''''' ..('ST').WH.ERE IS. FOU~D A srANDA~D HIGHWAY' RIGHT OF:WAY MÂRK'ER~ THE CHORD F~OM THE 'CS' TO THE 'sT'
.. . ":".: ALb~G 'TH~ ',VE.$TERLY, RIGHT. OF WAY BEARS' N470%S13I02',W, 318.133 .FEET:··':" . ....:"-,.' " '. .;.:
'.: THENCE: .N5'47'09'W.5t5,2~ FEEl TO. THE· PqlNT OF. 'BEGINNING ÒF. ¡HIS' öEsëRIPTldN.... '.. , .
. . .' ".. . : .'. . '. ' .. i . '. '. '. :. .. . . . . '.: . ....
','
..~
~:
~O2. 7S
,~~. .
V'
12706.9-REP ,
SERVICE AGREEMENT
This AGREEMENT, made June 19, 2006, by and between Inberg Surveying Company, Inc.. dba Inberg-Mlller Engineers a Wyoming
Corporation. having Its principal office located at 124 East MaIn Street, Rlverton. Wyoming 62501, (hereinafter referred to as "IME")
and Carotex Construc6on. Inc., having their principal address located at 9064 Deer Trail Run (P.O. Box 949). Hearne. TX 77859,
(hereinafter referred to as ·CLlENT"), In consideration of the mutual covenants contained hereIn, the partfes agree as follows:
The CLIENT hereby engages IME and IME hereby agrees to perform the services described In Appendix A, attached hereto, under
the terms and condlUons hereinafter specified:
INBERG.MILLER-ENGINEERS '
RNERTON
, -MILLR ENGINEERS
SECTION 1:
1.1
SECTION 2:
2.1
SECTION 3:
3.1
SECTION 4:
4.1
SECTION 5:
5.1
SECTION 6:
6.1
6.2
SECTION 7:
7.1
SECTION 8:
8.1
~ JECCJE1IVlED
JUl 1 0 2006
'.
INDEPENDENT CONSULTANT STATUS
Except as may otherwise be noted herein, IME shall serve as an Independent consultant to CLIENT and shall
have control over and be responsible for the means and methods for provIding services under this
AGREEMENT. It Is specifically understood that, Irrespective of any assignability provisions. IME may retaIn
subcontractors to perform services usually performed by subcontractors and should IME determine It
appropriate or necessary to rely on a subcontractor where It Is not customary to do so, IME shall obtain prior
written approval or sUbsequent written confirmation from CLIENT.
INTEGRATION .
ThIs AGREEMENT comprises a final and complete repository of understanding between CLIENT and IME. It
supersedes all prior or contemporaneous communlcatfons, representations, or agreements, whether oral or
written. relatfng to the subject matter of this AGREEMENT. Each party has advised the other to read thIs
document thoroughly before acceptfng It, to help assure It accurately conveys meanings and Intents.
Acceptance of this AGREEMENT as provided for below sIgnifies that each party has read the document
thoroughly and has had any questions or concerns completely explaIned by Independent counsel and Is
satfsfled. CLIENT and IME agree that modifications to this AGREEMENT shall not be binding unless made In
writing and sIgned by an authorized representative of each party.
GOVERNING lAW
Unless otherwise provided In an ADDENDUM, the law of the State of Wyoming will govern the validity of thIs
AGREEMENT, Its Interpretation and performance. and' remedies for contract breach or any other claims related
to this AGREEMENT.
ASSIGNMEN:[
Neither party to thIs AGREEMENT shall assign Its duties and obligations hereunder without the prior written
consent of the other party.
NOTICE~
Any notfce given hereunder shall be deemed served when hand-dellvered In writing to an officer or other duly
appointed representatfve of the party to whom the notfce Is dIrected, or Is sent by registered or certffled mall to
the business address Identified above.
SEVERABILITY
CLIENT and IME have entered Into thIs AGREEMENT of their own free will, to communIcate to one another
mutual understandings and responslbllltfes. MY' element of this AGREEMENT later held to violate the law or
regulation shall be deemed void. and all remaining provisions shall continue in force.
However, CLIENT and IME will In good faith attempt to replace any Invalid or unenforceable provision with one
that Is valid and enforceable, and whIch comes as close as possible to expressing the Intent of the original
provision,
STANDARD OF CARE
Services performed by IME under this AGREEMENT will be conducted In a manner consIstent with that level of
care and skill Ordinarily exercised by members of the profession currently practfclng In the same locality under
similar conditions. No other representation, express or Implied, and no warranty or guarantee is Included or
Intended In this AGREEMENT. or In any report, opinIon, document or otherwise.
COMPLIANCE WITH CODES AND STANDARDS
IME's professional services shall be consistent with sound engineering practices and shall Incorporate those
publicly announced federal. state. and local laws. regulations, codes and standards that are applicable at the
tfme IME rendered their services. In the event of a change In laws, regulations, etc., of which IME becomes
aware and believes affects their work for CLIENT, IME shall Inform CLIENT of the change and Its impact on
work already done or to be done. fees and costs Involved, and scheduling. If either CLIENT or IME believes the
change requires a renegotiation of this AGREEMENT. both CLIENT and IME agree to bargain promptly and In
good faith. to permit IME to continue to meet CLIENT's needs. If a renegotiated contract cannot be agreed to,
CLIENT agrees IME has an absolute right to terminate this AGREEMENT.
EXHIBIT
J
j
1)
4/06
0___ ..
0927565:
12706.9-REP
SECTION 9:
9.1
SECTION 10:
10,1
SECTION 11:
11.1
11.2
11,.3
SECTION 12:
12.1
12.2
12.3
9.2
PUBLIC RESPONSIBILITY
CLIENT recognizes that he owes a duty of care to the public that requires him to confonn to applicable codes,
standards, regulations and ordinances, principally to protect public health and safety, '
IME likewise owes a duty of care to the public, In that the public, through Its professional engineer registration
law, has granted to IME an exclusive license to perfonn functions which require engineering skill and
knowledge, to protect public health and safety. IME will at all times endeavor to perfonn In a faithful and
trusbM>rthy manner and, In this regard, do their best to alert CLIENT to any matter of which IME becomes aware
and believes requires CLIENT's Immediate attention to help protect public health and safety, or which IME
believes requires CLIENT to Issue a notice or report to certain public officials, or to otherwise confonn with
applicable çodes, standards, regulations or ordinances,
If CUENT for any reason decides to disregard IME's recommendations In these respects, IME shall employ their
best judgment In deciding whether or not he shall notify public officials. CLIENT agrees that such decisions are
IME's to make, In light of IME's public responsibilities as IME perceives them and. In any event, IME should not
be held liable in any respect for falling to report condlUons which were CLIENT's responsibility to report.
Accordingly, CLIENT waives any claim against IME, and agrees to defend, Indemnify and hold IME hannless
from any claim or liability for Injury or loss allegedly arising from IME's notifying or not notifying public officials
about conditions existing at the project site,
Further. CLIENT agrees to compensate IME for any time spent or expenses Incurred by IME In defense of any
such claim. with such compensation to be based upon IME's prevailing fee schedule and expense
reimbursement policy.
9.3
9.4
9.5
10.2
OWNERSHIP OF INSTRUMENTS OF SERVICE
All reports, boring logs. field data, field notes. laboratory test data, calculations. estimates and other documents
prepared by IME as instruments of service shall remain the property of IME. IME shall retain these records for a
period of 5 (five) years following submission of their report, during which period they will be made available to
CLIENT at all reasonable times. If CLIENT wishes IME to retain documents for a longer period of time, CLIENT
shall so specify In advance, In writing. and shall pay In a timely manner all charges agreed to for IME's
maintenance of such documents beyond the time period otherwise prevailing. CLIENT recognizes that no such
documents should be subject to unauthorized reuse, that Is, reuse without written authorization of IME to do so.
The CLIENT agrees that all documents and other work furnished to the CLIENT or their agents, which Is not
paid for, will be retumed upon demand and will not be used by the CLIENT for any purpose whatsoever.
IME will return to the CLIENT within thirty (30) days of completion of the work, all documents provided by the
CLIENT.
INFORMATION PROVIDED BY OTHERS
IME shall Indicate to CLIENT the Information needed for rendering of services hereunder, and CLIENT shall
provide to IME such Infoonation as Is available to CLIENT. CLIENT recognizes that It Is impossible for IME to
assure the sufficiency of such Information, either because It Is Impossible to do so, or because of errors or
omissions which may have occurred in assembling the Infonnation.
AccorcIingly, CLIENT waives any claim against IME, and agrees to defend, indemnify and hold IME hannless
from any claim or liability for Injury or loss allegedly arising from errors, omissions, or inaccuracies in documents
or other Infonnation provided to IME by CLIENT.
10.3
Further, CLIENT agrees to compensate IME for any time spent or expenses Incurred by IME In defense of any
such claim, with such compensation to be based upon IME's prevailing fee schedule and expense
reimbursement policy.
JOBSITE SAFETY
Insofar as jobsite safety Is concerned, IME is responsible solely for their own and their employees' activities on
the jobslte, but this shall not be construed to relieve CLIENT and/or OWNER or any construction contractors
from their responsibilities for maintaining a safe jobslte.
Neither the professional activities of IME, nor the presence of IME or their employees and subcontractors, shall
be construed to Imply IME has any responsIbility for methods of work perfonnance, superintendence,
sequencing of construction, or safety In, on or about the jobslte.
CLIENT agrees that the General Contractor Is solely responsible for Jobslte safety, and warrants that this Intent
shall be made evident In the CLIENT and/or OWNER's AGREEMENT with the General Contractor. CLIENT
also warrants that IME shall be made an additional insured under the General Contractor's general liability
Insurance policy.
4/06
INBERG-MILLER ENGINEERS
Page 2
,..nn,. 7"'
0:;;27565
12706.9-REP
SECTION 13:
13.1
SECTION 14:
14.1
SECTION 15:
15.1
SECTION 16:
16.1
16.2
SECTION 17:
17.1
17.2
17.3
13.2
BILLING AND PAYMENT
CLIENT recognizes that time Is of the essence with respect to payment of IME's Invoices, and that timely
payment Is a material part of the consideration of this AGREEMENT.
CLIENT shall pay IME for services performed In U.S. funds drawn upon U.S. banks and In accordance with the
rates and charges set forth herein. Invoices will be submitted by IME from time to time but no more frequently
than every two weeks, and shall be due and payable within thirty (30) calendar days of Invoice date. If CLIENT
objects to all or any portion of an Invoice, CLIENT shall so notify IME within fourteen (14) calendar days of the
Invoice date, Identify the cause of disagreement, and pay when due that portion of the Invoice, If any, not In
dispute,
CLIENT shall pay an additional charge of one-and-one-half (1.5) percent (or the maximum percentage allowed
by law, whichever Is lower) of the Invoiced amount per month for any payment received by IME more than thirty
(30) calendar days from the date of the Invoice, excepting any portion of the Invoiced amount In dispute and
resolved In favor of CLIENT. Payment thereafter shall first be applied to accrued Interest and then to the
principal unpaid amount Payment of Invoices Is In no case subject to unilateral discounting or set-offs by
CLIENT.
13.3
13.4
Application of the percentage rate Indicated above as a consequence of CLIENT's late payments does not
constitute any willingness on IME's part to finance CLIENT's operation. and no such willingness should be
Inferred. If CLIENT falls to pay undisputed Invoiced amounts within thirty (30) calendar days of the date of the
Invoice, IME. may at any time, without waiving any other claim against CLIENT and without thereby Incurring
any liability to CLIENT. suspend this AGREEMENT (as provided for In SECTION 18, SUSPENSION) or
terminate thIs AGREEMENT (as provided for In SECTION 19, TERMINATION),
LEGAL RIGHT OF ENTRY
CLIENT shall provide for IME's right to enter from time to time property owned by CLIENT and/or other(s) In
order for IME to fulfill the scope of selVices indicated hereunder. CLIENT understands that use of equipment
may unavoidably cause some damage to the surface the correction of whIch Is not part of this AGREEMENT,
15.2
BURIED AND ABOVE-GROUND STRUCTURES AND UTILITIES
In the performance of the scope of s9lVices indicated hereunder, IME will take reasonable precautions to avoId
damaging burled and above-ground structures and utilities.
CLIENT agrees to waive any claim against IME, and to defend. IndemnIfy and hold IME harmless for any claim
or liability for Injury or loss allegedly arising from IME's damaging burled and above-ground structures and
utilities that were not called to IME's attention or which were not properly located on plans fumished to IME.
CHANGED CONDITIONS
CLIENT has relied on IME's Judgment In establishing the workscope and fee for this project, given the project's
nafure and risks. CLIENT shall therefore rely on IME's Judgment as to the continued adequacy of this
AGREEMENT In light of occurrences or discoveries that were not originally contemplated by or known to IME.
Should IME call for contract renegotiation, IME shall Identify the changed conditions which in IME's professional
judgment make such renegotiation necessary, and IME and CLIENT shall promptly and In good faith enter Into
renegotiation of this AGREEMENT to help permit IME to continue to meet CLIENT's needs. If renegotiated
terms cannot be agreed to, CLIENT agrees that IME has an absolute right to terminate this AGREEMENT.
DELAYS
In the event that IME'S field or technical work Is Interrupted due to causes beyond their control, IME shall be
compensated for the labor, equipment and other costs IME Incurs In order to maintain their workforce for
CLIENT's benefit during the Interruption, or - at CLIENT's option - the various costs IME Incurs for
demobilization and subsequent remobllizatlon. Compensation to IME shall be based upon IME's prevailing fee
sche~ule and expense reimbursement policy.
Except for the foregoing provision. neIther party shall hold the other responsIble for damages or delays In
performance caused by acts of God or other circumstances beyond the control of the other party, and which
could not reasonably have been anticipated or prevented. For purposes of this AGREEMENT, acts of God and
other circumstances Include, but are not necessarily limited to, unusual weather, floods, epidemics, war, riots,
sbikes, lockouts or other Indusbial disturbances, protest demonstrations, unanticipated site conditions, or
inability despite reasonable diligence to supply personnel, equipment or material to the project Should such
acts occur, CLIENT and iME shall utilize their best efforts to overcome the resulting difficulties and resume
conduct of services called for herein as soon as reasonably possible.
Delays within the scope of this provision that cumulatively exceed forty-five (45) calendar days shall, at the
option of either party, make ~Is AGREEMENT subject to renegotiation or termination.
4/06
INBERG-MILLER ENGINEERS
Page 3
SECTION 18:
18.1
SECTION 19:
19.1
SECTION 20:
20,1
20.2
20.3
SECTION 21:
21.1
SECTION 22:
22.1
SECTION 23:
23.1
."-1, /~),._
Ivv;
u~,.
12106.9-REP
... - --- .. -
18.2
SUSPENSION
Upon seven (1) calendar days' written notice to IME. CUENT may suspend IME's work. If payment of IME's
Invoices is not maintained on a thirty (30) calendar day current basIs by CLIENT, IME may by seven (1)
calendar days' written notice to CLIENT suspend further work until payment Is restored to a current basis.
Suspension fer any reason exceeding forty-five (45) calendar days shall, at IME's option, make this
AGREEMENT subject to renegotiation or termination as provided for elsewhere In this AGREEMENT.
Any suspension shall extend the time schedule for performance In a manner that Is satisfactory to both CLIENT
and IME, and IME shell be compensated for servIces performed and charges Incurred prior to the suspension
date. plus suspension charges. Suspension charges may Include, but shall not be limited to. services and costs
associated with putting analyses and documents In order, rescheduling and reassigning personnel and/or
equipment and Issuing necessary or customary notices to appropriate govemment agencies. Compensation to
IME shall be based upon IME's prevailing fee schedule and expense reimbursement policy.
18.3
TERMINATION
This AGREEMENT may be terminated by either party upon seven (1) days written notice In the event of
substantial failure by the other party to perform In accorclance with the terms hereof. Such termination shall not
be effective If that substantial failure has been remedied before expiration of the period specified In the written
notice.
19.2
Irrespective of which party shall effect termination or the cause therefore, CLIENT shall within thirty (30)
calendar days of termination remunerate IME for services rendered and costs Incurred, In accorclance with
(ME's prevailing fee schedule and expense reimbursement policy. Services shall Include those rendered up to
the time of termination as well as those associated with termination itself, such as demobilizing, modifying
schedules, reassigning personnel, and so on. Costs shall Include those Incurred up to the time of termination, as
well as those associated with termination and post-termination activities, such as demobilization,
decontaminating and/or disposing of equipment, disposal and replacement of contaminated consumables, and
soon.
INSURANCE
IME declares that It and Its agents, staff and consultants employed by it Is and are protected by worker's
compensation Insurance and that IME has such coverage under public liability and property damage Insurance
policies which IME deems to be adequate.
Certificates for all such policies of Insurance shall be provided to CLIENT upon request In writing. Within the
limits and conditions of such Insurance, IME agrees to indemnify and save CLIENT harmless from and against
any loss, damage. or liability arising from any negligent acts by IME, Its agents, staff, and consultants employed
by illME shall not be responsible for any loss, damage or liability beyond the amounts, limits, and condItions of
such Insurance.
IME shall not be responsible for any loss, damage. or liability arising from any acts by CLIENT, its agents, staff,
and other consultants employed by It
CONSEQUENTIAL DAMAGES
CLIENT shall not be liable to IME and IME shall not be liable to CLIENT for any consequential damages
Incurred by either due to the fault of the other, regardless of the nature of this fault, or whether It was committed
by the CLIENT or IME, their employees, agents or subcontractors. Consequential damages Include, but are not
limited to, loss of use and loss of profit
LIMITATION OF LIABILITY
The CLIENT agrees to limit IME's liability to the CLIENT and all construction contractors and subcontractors on
the project arising from IMEis professional acts, errorS or omissions, such that the total aggregate lIablllty'of IME
to all those named shall not exceed $50,000 or IME's total fee for the services rendered on this project,
whichever Is greater, The CLIENT further agrees to require of the contractor and their subcontractors an
Identical limitation of IME's liability for damages suffered by the contractor or subcontractor arising from IME's
professional acts, errors or omissions. Neither the contractor nor any of their subcontractors assumes any
liability for damages to others which may arise on account of IME's professional acts, errors or omissions.
CONFLICTS
In the event of a conflIct between the main text of this AGREEMENT (Sections 1 through 29, inclusive) and any
APPENDIX thereof, provisions of the main text shall govem. In the event of any conflict between the
AGREEMENT and any ADDENDA thereto, the ADDENDA shall govem. In the event of a conflict between any
two ADDENDA, the ADDENDA of most recent date shall govem.
4/06
IN BERG-MILLER ENGINEERS
Page 4
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nnU:¡'-I::I
~'~1 12706.g..REP
SECTION 24:
24.1
SECTION 25:
25.1
SECTION 26:
26.1
SECTION 27:
27.1
SECTION 28:
28.1
24.2
DISPUTE RESOLUTION
In the event that legal action Is brought by either party against the other, the prevailing party shall be reimbursed
by the other for the prevailing party's legal costs, In addition to whatever other judgments or settlement sums, If
any, may be due. Such legal costs shall include, but not be limited to, reasonable attorney's fees, court costs,
expert witness fees and other documented expenses as well as the value of time spent by the prevailing party
and those In their employ In researching the Issues In Question, dlsaJsslng matters with attorneys and others,
preparing for deposItions, responding to Interrogatories and so on. The value of time spent and the expenses
Incurred shall, on IME's part, be computed based upon IME's prevailing fee schedule and expense
reimbursement policy.
If any controversy or claim arises out of or relates to this contract, or breach thereof, and If said dispute can not
be settled through negotiation, the parties shall submit to bindIng arbitration In accorclance with the Construction
Indusby Arbitration Rules of the AAA, and judgment upon the award rendered by the arbltrator(s) may be
entered In any court having Jurisdiction thereof.
CURING A BREACH
In the event either party believes that the other has committed a material breach of this AGREEMENT. the party
maintaining such a belief shall Issue a termination notice to the other, Identifying the facts as perceived. and
both parties shall bargain In good faith to cure the causes for termination as stated In the termination notice. If
such a cure can be effected prior to the date by which termination othelWise would be effective, both parties
shall commit their understanding to writing, and termination shall not become effective. If, In curing an acbJal or
alleged breach, either party shall waive any rights othelWise inuring to him by virtue of this AGREEMENT, such
waiver shall not be construed to, In any way, affect fubJre application of the provision Involved or any other
provision.
DEFECTS IN SERVICE
CLIENT and CLIENrs personnel, contractors and subcontractors shall promptly report to IME any defects or
suspected defects In IME's work, In order that IME may take prompt, effective measures which In IME's opinion
will minimize the consequences of a defect In service. .
PERMITS AND APPROVALS
IME shall assist CLIENT In applying for those permits and approvals typically required by law for projects similar
to the orie for which IME's services are being engaged. This assistance relates to completing and submitting
forms as to the results of certain work Included In the scope of services. IME will also provide additional services
as requested, these to Include conducting special tests, performance of special research sbJdies, preparation of
special documentation, development and delivery of testimony, and so on. CLIENT and IME agree to discuss
the scope of these additional services and the fees and expenses involved before IME performs them on
CLlENrs behalf.
PROJECT REPRESENTATIVES
CLIENT shall furnish representatives who shall make decisions on CLlENrs behalf when requested to do so by
IME. The following designated CLIENT representatives shall be available on an on-call basis as required by
IME, and shall be called In the order listed herein. In the event the first-listed representative cannot be
contacted, the one listed second shall be called. and so on, until contact Is made.
Cllenfs Contacfs Name
Contacfs Telephone
David Vanadore
CoN) 979-828-3828
(C)
CoN)
(C)
CLIENT walTSnts that, when any changes affecting this listing are made, CLIENT shall furnish a revised listing
tolME.
IME's Contacfs Name
Contacfs Telephone
C, Dawn Willhelm. P.E.
NV) 307-856-8136
(C) 307-851-4669
CoN) 307-856-6136
(C) 307-851-4681
Thomas E. Axthelm. P.E.
IME designates C. Dawn Willhelm, P.E. as Project Manager, whose address is:
Inberg-Mlller Engineers
124 East Main Street
Rlverton, Wyoming 82501
4/06
IN BERG-MILLER ENGINEERS
Page 5
(e(\
SECTION 29:
29,1
u~,~
,12706.9-REP
TERM OF AGREEMENT
The term of this AGREEMENT shall commence on June 19, 2006, and end on December 31, 2006. IME shall
not commence wor1< or services under this AGREEMENT until the CLIENT executes and delivers a copy of this
AGREEMENT to (ME.
IME: Inberg Surveying Company, Inc.,
. dba,.be-M':n J
SlgnabJre: ,)J2. r ~
Print Name: Thomas E. Axthelm, P.E.
Tille: Corporate Secretary
Date: June 19, 2006
CLIENT:
SignabJre:
Print Name:
Tille:
Date:
'\..¡
Carotex Construction, Inc,
~~~
~;:~~
4/06
Page 6
INBERG-MILLER ENGINEERS
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INBERG-MILLER ENGINEERS
".. .... 0181
QUALITY SOLUTIONS THROUGH TEAMWORK
June 19,2006
12706.9-REP
Appendix A
Mr. David Vanadore
Carotex Construction, Inc.
P.O. Box 949
9064 Deer Trail Run
Hearne, TX 77859
RE: PROPOSAL FOR ENGINEERING SERVICES
KEMMERER BLM OFFICE
KEMMERER, WYOMING
Dear Mr. Vanadore:
Based on your verbal request of June 14, 2006, we are pleased to submit this proposal for
performing engineering services for the above-referenced project.
PROJECT DESCRIPTION
It is our understanding that the project will consist of the civil design for the new BLM office
building located in Kemmerer, Wyoming.
SCOPE OF SERVICES
Our scope of services will be to design the grading plan and water and sewer services for the new
BLM office. We will prepare 24x36-inch drawings for inclusion into the bidding package. We will
also prepare specifications utilizing the current Wyoming Public Works Specifications.
Our scope of services does not include a construction cost estimate, construction quantities or a fire
flow analysis for the building.
FEES
Our fee for services perfonned will be charged at our current hourly, unit, and expense rates
according to the attached fee schedule. We estimate the cost of the proposed scope of services
described above to be $8,300.00. If services in addition to the proposed scope of services appear
necessary, we will perfonn such services at additional cost. If this situation arises, we will discuss
the additional services with you, and receive your written approval before proceeding. This proposal
is valid if accepted by June 30, 2006.
124 East Main Straat
Rlvarton, WY 82501
307-856-8138
307-856-3851 (fax)
rlvArtnnRilnbero-mllløf.e:om
1120 East ·C' Slreat
Cupar, WY 82601
307·577.oB06
307-472-4402 (fax)
e88Dltfðlnbøra-mlll.r.eom
350 Paralay Boulavard
Chayanna, WY 82007
30Ni35-6827
307-635-2713 (fax)
ch8vllnnll@lnbøra-mlller.com
428 Alan Road
Powa", WY 62435
307·754-7110
307·754-7088 (fax)
nowllltm:llnb.m-mlllllr.cam
520 Wllkaa Drlva, Sulta 13
Grean Rtvar. WY 82935
307-875-4394
307-875-4395 (fax)
nl'lllllllnrlu"rAlnharn"""III..,. ~n,"
uvv...~""
le¡:¿-·
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~,~.,
Mr. David Vanadore
Carotex Construction, Inc.
June 19,2006
Page 2
12706.09-REP
PERFO~CESCHEDULE
Upon receipt of a properly executed copy of our standard Service Agreement, we will be available
to perform the services described herein at the request of your authorized representative.
We anticipate starting these services within 2 working days following receipt of our signed standard
Service Agreement and weather pennitting We understand that the 90-percent complete drawings
need to be finished by June 30, 2006. If our Service Agreement and an electronic copy of the
topographic survey and site layout are received by June 22, 2006, we should be able to meet that
schedule.
Our proposed performance schedule is dependent upon the receipt of an electronic copy of the
topographic survey and site layout.
CLOSURE
We appreciate the opportunity to submit this proposal. If you have any questions, please contact us
at (307) 856-8136.
Sincerely,
INBERG-MILLER ENGINEERS
~ L. (])2L
ç,,¡- C. Dawn Willhelm, P.E.
Civil Engineer
CDW:bjh\12706 Eng Prp
Enclosure:
Schedule of Fees & Available Services
Engineering Proposa14106
UO~1S3
0SG7S6S
SCHEDULE OF FEES & AVAILABLE SERVICES
EFFECTIVE JANUARY 1, 2006
PERSONNEL
Professional Engineer/Scientist V........................................................................ (Per Hour)......... 110.00
Professional Engineer/Scientist IV....................................................................... (Per Hour)......... 100.00
Professional Engineer/Scientist ill ...,.........,.................................,................,...... (Per Hour) ,.......... 90.00
Professional Engineer/Scientist II................,.. ...... ..,.. ............. ................. ...... ....... (Per Hour) ...........80.00
Professional Engineer/Scientist I...................................,..."..,.........,.................... (Per Hour)........... 70.00
Staff Engineer/Scientist II..................,.. .........., ..... ....,.. ...... ....... ................ .........,. (Per Hour) ........... 65.00
Staff Engineer/Scientist I....... ........ ............... ..................... ........ .... ............ ........... (Per Hour) ........... 60.00
Professional Land Surveyor m..........................................................................,.. (Per Hour)........... 90.00
Professional Land Surveyor II ..,..,................,.......,............ ............................,...... (Per Hour)........... 80.00
Professional Land Surveyor I ....,.......................................................................... (Per Hour).....,..... 70.00
3-Person Survey Crew ,................,...................,..........,.........,...........,..., .."........,.. (Per Hour) .,......... 95.00
2-Person Survey Crew ..........,...."................,................,...............,.......,............... (Per Hour)........... 80.00
GPS Technician II .........................................................,..........,..................,..,..... (Per Hour),.......... 65.00
GPS Technician I..... .............. ........ ...... ...............,. .... ........... .......... ...,.. ..... ...... ...... (Per Hour)...... ..... 60.00
Drilling Manager .............. ,..........,.,... ......, .......,... ....... .............................,. .....,.... (Per Hour) ........... 65.00
Project Support ............. ........ .............. ....... ......,...., ........ ........ .......... ..,. .......... ....... (Per Hour) ........... 50.00
Engineering Technician III.......... ..... ........ ........... ..... ............ ,...,..... ....... ...... ......... (Per Hour) ........... 60.00
Engineering Technician II ................................................,.....,............................. (Per Hour)........... 55.00
Engineering Technician I. ........ .................... ......,....., .....,..... ....... ....... ....... ..... ....... (per Hour) ........... 50.00
Technician III .. .............. ...... ................ ......... ..............,.. ............ ......... .................. (Per Hour)........... 45.00
Technician II.... ........ ,......., "..... ,.., .......,..... ..... ,............. ...... ....,.,...... ...., ,.. ...,....... ... (Per Hour) .,.........40.00
Technician I.... ................. .......,.., .....,.... ....... ............,........ ,................ ,... ............... (Per Hour)..,....... .35.00
Clerical....... ..... ,., ........ ..... ,....., ,.. ,.........,..... .......... ........, ............, .......... .... ,... ..,. ,.... (Per Hour) ........... 30.00
NOTE:
· For all work requiring EPAlOSHA health and safety training and medical monitoring, the above
hourly rates will be increased by twenty (20) percent.
· All field charges begin at the time of departure and tenninate at the time of return to the point of
origin and/or place oflodging while away ITom the principal office, less time off for the convenience
of the personnel.
· For all work over 40 hours per week, on weekends, and Holidays, at client's request, or convenience,
these hourly rates wi11 be increased by thirty (30) percent to cover direct additional payron and
payroll-related charges incidental to overtime premium pay.
· All rates apply to travel time, stand-by time, project management, consultation, and report
preparation time, unless noted othelWise.
· Inberg-Miller Engineers wil1 prepare an estimated budget for services based upon client's detailed
scope of services, if requested. Please be infonned that project management and project support costs
are a necessary part of any services provided. Final invoiced amounts may vary ITom estimated
amounts depending on variations in scope, time of perfonnance, and/or changes in anticipated
conditions. Any items not specifically listed are by quotation.
PAYMENT IS DUE UPON PRESENTATION OF INVOICE, AND IS PAST DUE 30 DAYS FROM INVOICE
DATE. A FINANCE CHARGE OF ONE AND ONE-HALF (Biz) PERCENT PER MONTH, OR THE MAXIMUM
RATE ALLOWED BY LAW, WILL BE ASSESSED AGAINST THE UNPAID BALANCE.
Client: Carotex Construction, Inc.
Date Issued: June 19,2006
INBERG-MILLER ENGINEERS
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EOUlPMENT
2- Wheel Drive Vehicle.. ....... ,.., ..... .......... ........ .......,.... ........ ............. ..... .....,... (Per Hour) ,...... ....... ...... 5,00
(Per Day) .................... 35,00
(*plus 0.65 Per Mile)
4- Wheel Drive Vehicle ................,............,.................................................,...(Per Hour) ....................6.50
(per Day)..,................. 45.00
(*plus 0.85 Per Mile)
One-Ton Flat Bed Truck................,........................................,..............."......(Per Hour) .................... 8.00
(Per Day).................... 55,00
(*plus 1.00 Per Mile)
Drill Rig.... ................. ............ ,... ..... ........... ............ ......... ......,. ....,.... .............. .(*Per Mile).., ..... ........... 2.25
A TV.................................................,...........,.................................................. (Per Day).................... 75.00
Nuclear Gauge ............. ......................... ................ .......... ....... .............. .........., (Per Hour) ........... ....... 10.00
(Per Day).................... 50,00
Steam Cleaner (Self-Contained) ....................................................................(Per Hour) .................. 30.00
(Per Day) .................. 155.00
GroutJMixer Pump.. .......... ........... ....,......,.. ...... ..... .......... ........ .......... ,... ..........(Per Day) .....",... ....... 160.00
(Per Week) ............... 525,00
GPS System.. ..... ............ ,:,......... ............... .............. ,.... .................. ~,..., .........., (Per Hour) ., ........,......, 60.00
(Per Day).................. 400.00
Total Station ........ ................... ,....... ....................... .......,.., ...., ............. ............ (Per Hour) ......... ......... 30.00
(Per Day)................. 150.00
Hand Held GPS Unit ...................,..................................................................(Per Hour) ........,.......... 5.00
(Per Day)................... 25,00
Photo ionization Detector (PID) ......................................................................(Per Hour) ..................20.00
(Per Day).................... 95.00
Triple Range Monitor ............,..........,.............................................................(Per Hour) .................... 5.00
(Per Day).................... 25.00
Water LevellProduct Indicator ......,.................................,......,...........,...,.......(Per Hour) .................... 7.00
(Per Day).................... 35.00
Laptop ......... ............ ,.......... ....... ........,...., .... ,.. ......... ..... ..... '...... ........ ....... ........ (Per Hour) ........ .......... 10,00
(Per Day).................... 50.00
Computer (Text Only) ..............................."....,....,.....................,..................(Per Hour) ..................., 6.00
Computer (Computations/Plotting) ..................,........,....,....................,......." (Per Hour) .................. 35.00
". Fuel Surcharge: Mileage rate is based on fuel prices as of December, 2005 (Source: wyominggasprices.com).
If fuel prices increase over 5% from December, 2005 rates, the percentage of increase will be
added to all mileage rates.
EXPENSES
Additional Hard Copies of Bound Reports (Less Than 100 Pages) ..............(Per Copy).................. 35.00
Electronic Copy of Report
(Provided in Portable Document Format (pdt) onIy).................................(Per Copy)................ 200.00
Motel, Meals, Prints, Postage, Equipment Rental,
Photocopies, and Other Miscellaneous Supplies ................................................... Direct Expense, Plus 5%
Subconsultant Services Secured With Client's Approval.................................... Direct Expense, Plus 15%
Communication Expenses ........................................................................... 2.5% of Total Project Charges
All Other Equipment and Materials Not Listed.....................................................................,By Quotation
INBERG-MILLER ENGINEERS
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C I VILE N GIN E E RING ,...,...,......."...,...,...",..................""...,.......,...".......,......."""",...",....",..,...... By Q UOT A TION
· Highway Design . Street Design . Grading and Drainage Design
· Solid Waste Planning . Landfill . Baler and Transfer Station Design and Pennitting
· Water System Design . Sanitary Sewer Design . Stonn Sewer Design
· Irrigation and Drainage Design . Hydrologic and Hydraulic Analysis
· Residential and Commercial Subdivision Design
.. Site Design for Commercial Developments & Schools
· Spill Prevention Control and Countenneasure (SPCC) Plans
· Mine Pennitting . Mine Reclamation Design
· Construction Contract Administration . Construction Observation
G EO TECH N I CA L E NG IN E E R IN G....,..............,............,............................",..."",.........""..."........ BY QUOTA TION
FIELD SEAVICES
· Subsurface Exploration . Contract Drilling . Direct Push Exploration . Rock Coring
· Drilling and Sampling (Small, Medium and Large Diameter Test Borings)
· Foundation Analysis and Design Recommendations
· Earth Dam & Reservoir Design and Reconnaissance . Slope Stability Analysis
· Explorations for Roadway, Borrow Sources, and Aggregate Sources on Highway Construction
· Monitor Well Installation, Development, Purging, Sampling, and Abandonment
· Field Sampling and Testing of Soil, Groundwater, and Air
· Ground Water PumpinglDrawdown Tests . PenneabilitylDensity ofIn-Place Soil
LABORATORY SERVICES
· Moisture-Density Relations of Soils . Particle Size Analyses· Soil Index Tests
· Soil Classification' Strength Tests' Volume Change· California Bearing Ratio Test
· Triaxial Shear Strength Tests . Permeability Tests . Corrosivity Tests (Soil)
· Analytical Testing of Soil and Ground Water Samples . Packaging and Handling of Samples
· Mobile Laboratory
CONSTR UCTION MA TER IALS TESTING AND 0 BSER VA TION ,.....""..,......",...,....."............... By QUOTATION
FIELD AND LABORATORY SERVICES
· Soils/Aggregates' Portland Cement Concrete and Masonry' Asphalt Concrete
E NVI RON M ENTAL ENG I N EERI NG,.....",......",.."..........,...............................,.............................. By QUOTA TION
· Solid Waste Disposal Design and Pennitting
· Categorical Exclusions . Phase I, II, and III Site Assessments . Extent of Contamination Studies
· Soil and Groundwater Remediation Systems Design and Implementation
· Monitor Well Installation, Development, Purging, Sampling, and Abandonment
· Field Sampling and Testing of Soil, Groundwater, and Air
· Geologic Cross-Sections . Contaminant Isoconcentration Maps
LANDS U R V E Y IN G .....,.........."...,...,.........................................,..."""..................""..........,...,........ By, QUOTATION
· PROPERTY SURVEYS: Subdivision Platting and Mapping . FannlRanch Surveys
Cadastral Surveys . Boundary Retracement
· ENGINEERING SURVEYS: Topographic Surveys . Highway, Street, and Road Design Surveys
River and Flood Plain Cross-Sections
· UTILITY SURVEYS: Preliminary, Construction, and As-Built Surveys for Cross-Country
Pipelines and Power Transmission Lines
· CONSTRUCTION SURVEYS: Highways, Utilities, Bridges
· MISCELLANEOUS: Mine Reclamation Surveys . Water Rights . Mining Claims
INBERG-MILLER ENGINEERS
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