HomeMy WebLinkAboutTHE VALLEY PHASE VEAGLE G
nnterof f lce nne mn @ rendu mn
To: Doug Pileher, Road and Bridge
Supervisor
subject; subdivision rmprovements
Agreement - 0ff-Site Road Improvements
From:
cltBeth A. Whittier, County Attorney tu
File No.:Datel
December 1, 1980
Attached hereto is a copy of a Subdivisiqn Improvements AgreemenEwith respect to final plat approval of The Valley - Phase V which
rnras executed by the Board on October 29, 1980. Said agreementprovides that vrithin 48 monLhs from the date of recordation ofthe final plat, the County shall upgrade Buffer Creek Road byconstruction of a six foot wide road shoulder on each side of
said road. The Subdivider has given the County an amount of
$ 105.82 as its proportionate share of such off-site road
improvements. Said amount has been placed in the Off-site
Road Improvements Fund. Note should be made that this is thethird Subdivision Improvements Agreement approved by the Boardrelative to the County's improvernent of Buffer Creek Road.
If you have any questions regarding this matter, please contactthis office at Extensi'on 242.
xc: Terry LowelI, AccountantMel Atwell, County Engineer
Tom Boni, Acting Planning Director
o
DIVISIONSUB I.\,P P*OVEI'IENT S AGREEIIEI'IT
IHIS AGREIiIIENT, made and entered inco chis 29th day
of October, 1980, by and between VALLEY ASSOCIATES' LTD.' a
Colorado limited partnership, hereinafter called the Sub-
divider, and t.he Board of county commissioners of Eagle
Ccunc.,-, hereinaf ter called the County '
IJITNESSETH:
WHEREAS, the Subdivider as a condition of approval of
the final plat of The Valley - Phase V' wishes to enter into
a Subdivision Improvements Agreement as provided for by
Section 30-28-137, Colorado Revised Statutes L973' as
amended; and,
WHEREAS, pursuant to the same authority' the Subdivider
is obtigated to provide security or collateral sufficient in
Ehe judgment of the Board of County Cor'rmissioners to make
reasonable provisions for completion of certain public
improvements set forth in Exhibit A attached hereto and
incorporated herein; and,
WHEREAS, Ehe Subdivider wishes to provide collateral to
guarantee performance of this Agreement ' including construction
of the above-referenced public improvements by means of a
promissory note secured by a first deed of trust on real
property located in the County of Eagle' State of Colorado;
and,
WHEREAS, pursuant to Section 5'02'15 of the Subdivision
Regulations of the County, the Councy has deLermined that the
subject subdivision and other probable subdivisions rvill
jointlyeffecrcertainoifsiteacceSs::oads-;equirii:gil-"p::...'e-
mentsinsuchroadsassetforthinE:ihibitBattac;redhereto
and incorPorAted herein; and,
I,IHEREAS, the County and the Subdivider have agreed upon
a cost sharing Program to upgrade tlr'e off sice access roads
by means of the Subdivider pa;ring in cash a proportionate
share of the costs of mai''ing the impro'rements set forth in
Exhibit B.
NOW
covenancs
agree as
I.
ON SITE AND CONTIGUOUS II{PROVEI.ENTS
1. The Subdivider hereby agrees, aE its sole
cosE and expense, to furnish al1 equipment and material
necessary Eo perform and complete, within 18 months from the
daEe of recordation of the above-referenced subdivision
final plat, in a good and workmanlike manner, all public
improvemencs as shown in the final plat documents for the
subject subdivision in accordance with all plans and speci-
fications for the subject subdivision filed in the office of
the County Engineer and/or Department of Community Development
and to do all work incidenral thereto according to and in
compliance with the following:
a. AII final plat documents submitted prior to
or at the time of final plat approval.
b. A11 larvs of Ehe United States of America,
State of Colorado, County of Eagle and its respective
agencies, affected special districts and/or service
districts.
c. Such other designs, drawings, maps, specifi-
cations, sketches, and other matter submitted by the
Subdivider to and approved by any of the above-referenced
governmental entities. A1l said work shall be done
under the inspection of, and to the satisfaction of the
County Engineer and/or the County Building Official ,
respectiveLy, and shail not be deeneci cornpiece untii
approved and accepted as compleE.ed by the Board of
County Commissioners of the County or said Board's
*esrgnee.
2. The estimated cost of saiC worlc and improve-
ments is the sum of $20,000.00.
3, To secure and guarantee performance of its
obligarions as sec forth herein, the SubdiviCer agrees to
THEREFORE, in consideracion of
and agreements, Ehe Subdivider
follows :
the following rnutual
and the CountY
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provide security and collateral in the following form, as
approved herein by Che County: a promissory noEe in Ehe
amount of $20,000.00 secured by a firsc deed of trust on
Loc I of the subject. subdivision.
4. The Subdivider may at any Eime substicute the
collateral originally deposited wich the Councy herein for
anoEher form of collateral reasonably acceprable to the
County to guarantee the faithful completion of those public
improvemenls referred to herein and the performance of the
terms of Part I of chis Agreement.
5. The County shall not, noF shall any officer
or employee thereof; be liable or responsible for any accident,
loss or damage happening or occurring to the works specified
in Part I of this Agreement prior to the completion and
acceptance of the same, nor shall the County, nor any officer
or employee Ehereof, be liab1e for arry Persons or proPerty
injured by reason of the naLure of said work, but all of
said liabilities shall and are hereby assumed by the Subdivider.
The Subdivider hereby agrees to indernnify and hold
harmless the County, and any of its officers, agents, and
employees against any losses, claims, damages, or liabilities
to which the CounEy or any such of its officers, agents, or
employees may become subject to, insofar as any such losses,
claims, damages or liabilities (or act.ions in respect thereof)
thaE arise out of or are based uPon any performance by the
Subdivider hereunder; and the Subdivider shall reimburse the
County for any and a1l legal or other expenses reasonably
incurred by the Counuy in connection with invesEigating or
ciefending any such loss, claim, damage, liabiiicy or action.
This indemniEy provision shall be in addition to any other
Iiabilicy which the Subdivider may have.
6. It is mutually agreed, pursuant to the pro-
visions of Section 30-28-L37 (3), Colorado Revised Statutes
1973, as arnended, that the County or any purchaser of any
lot, lots, tracE or Eracts of land subject to a plat resEric-
Eion which is the securicy portion of a subdivision improve-
-3-
menEs agreement shall have the auEhoriEy to brln3 an action
in any district court Eo compel the enforcement of any
subdivision improvements agreement on the sale, conveyance
or transfer of any such loE, lots, tract or tracts or land
or of any ocher provision of this article. Such authority
shall include the right ro comPel rescission of any sa1e,
conveyance or E,ransfer of any lot, 1ots, tract or tracts of
land contrary to the provisions of any such restrictions set
forth in the Plat or in any seParate recorded instrument,
but any such action shall be connnenced prior to the issuance
of a building permit by the County where so required.
7. It is further mutually agreed that pursuant
to the provisions of Section 30-28-L37<2), Colorado Revised
Statutes L973, as amended, thaE as improvements are compleged,
the Subdivider rnay apply to the Board of County Cournissioners
for a release of part or all of Ehe collateral deposited
with said board. Upon inspection and approval, the board
shall release said collateral. If the board determines that
any of such improvements are not constructed in substantial
compliance with specifications, it shall furnish the subdivider
a list of specific deficiencies and shall be entitled to
withhold collateral sufficient to ensure such substantial
compliance. If the Board of County Connnissioners determines
thaE Lhe Subdivider will not construct any or all of the
i-mprovements in accordance with all of the specificaLions,
the Board of County Cornmissioners may roithdraw and employ
from the deposit of collateral such funds as may be necessary
to construct Ehe improvements in accordance with the speeifi-
caEions
8. The Subdivider warrants all work and material
for a period of one year after accept.ance of all rvork referred
to in Part I of this Agreement by the County. Further, the
County shall have a righc to require security or collateral
be provided by Subdivider to remain, as deterrnined by the
County, sufficient Eo cover any and all claims under Ehis
wcll r 4rr LJ .
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1r.
OFF SITE ACCESS ROAD IMPR'OVEiENTS
1. The C..luncy has deEermined EhaE the cotal cosE
of making Ehe improvements set forth in Exhibit B is $2,698.00,
with Ehe Subdivider's proportionate share of such cosE being
$10s. 82.
2. The County upon execution of this Agreement
hereby acknowledges the receipt of $105.82, paid as the
Subdivider's full ccst for the impact of the subject sub-
division on off siEe access roads to said subdivision, and
Subdivider shall have no further obligation for off site impacts '
3. The County hereby further agrees, at its
sole cost and expense to furnish all equipment and material
necessary t.o perform and complete, wiEhin 48 ulonths from
the date of recordation of the above-referenced subdivision
final plat, in a good and workmanlike manner, all public
improvements set forch in Exhibit B in accordance with all
laws, rules and regulations of the United States of America,
State of Colorado, County of Eagle and its respective
agencies, affected special districts and/or service districts.
If such improvement.s are not completed within the period seE
forth above or at any time that such improvements are not
completed and the off site access roads referred Eo in
Exhibit B have been reoroved from the jurisdiction of the
CounEy, the Subdivider shal1 be entitled Eo the immediate
return of all money paid to the County under ParE II of
this Agreement, as the Subdivider's sole remedy.
4. The Subdivider shall not, nor shall any prin-
cipal or employee t.hereof, be 1iab1e or responsible for any
accident, loss or damage happening or occurring to Lhe works
specified in Part II of this Agreement ' nor shall the Sub-
divider, nor any principal or employee thereof, be liable
for any persons or proPerty injured by reason of the nature
of said worlc, but all of said liabilities shall and are
hereby assuned by che County.
The county hereby agrees Co indernnify and hold harinless
che Subdivider, and any of its principals, agencs and emplovees
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for a
to in
against any losses, claims, danages, or liabi-licies to which
the Subdivider or any such of ics principals, agents or
employees may become sub;ect to, insofar as any such losses'
claims, damages or liabilities (or actions in respect thereof)
that arise out of or are based uPon any performance by the
County hereunder; and the County shaLl reimburse the Sub-
divider for any and all legal or oEher expenses reasonably
incurred by the Subdivider in connection with investigating
or defending any such loss, claim, damage, liability or
action. This indemnity provision sha1l be in addition to
any other liability which the County may have.
5. The County warrants all rnrork and material
period of one year after completion of all work referred
Part II of this Agreement by the County.
III.
GENERAL PROVISIONS
1. The County agrees to aPproval of the final
plat of The Valley - Phase V, subject to rhe terms and
conditions of this Agreement.
2. Parties hereto muEually agree that this
Agreement may be amended from time to time, provided that
such amendments be in writing and signed by all parties
hereEo.
3. This Agreement sha1l be enforceable against
the Subdivider provided, however, that in the event the Sub-
divider sells or transfers all or part of the subject sub-
division, as shown in the final plat (prior to extensive
sales of individually platted tracts), the obligations of
the Subdivider urrder this Agreenent as Eo Ehat portion of
the subject subdivision may be assumed by the purchaser of
the parcel, and Subdivider shall have no further obligations
hereunder. IL is agree<i, horvever, that no such assumption
of rhese obligations sha1l be effective unless the Board of
County Commissioners gives its prior approval to such assump-
tion, following an investigation of the financial condiEion
of rhe purchaser.
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4. Nourvithstanding anything ccncained hereinabove
Eo Ehe concrary, if at any time che subjecr subdivision is
e^nnexed into the Town of Vail or for any other reason is
removed from the jurisdiction of the County, Ehe Subdivider
sha1l have no further obligations or liabilities under this
Agreement and the County shall immediately return the promis-
sory note and release the Deed of Trust given as collaEeral
hereunder.
IN I^IITNESS WHEREOF, the parties have executed this
Agreement as of the daEe first above written.
COUNTY
By and
BOARD
BY:
OF EAGLE, STATE OF COLOMDOthrough its
3L49, Vail, Colorado 81657,as AEEorney In Fact for
Va11ey Associates, Ltd., aColorado limited parcnership
SUBDIVIDER:
VALLEY ASSOCIATES, LTD., A
Colorado linited partnershipP. O. Box 915Vail, Colorado 8L657
BY:\.!?
STATE OF COLOMDO
COUNTY OF EAGLE
)) ss.
)
The foregoing Subdivision .Improvements Agreement was
acknorvledged Sefoie me this 1-t2' day of Cc {obpr , 1980,
by ltilliai J. Po"t, as Attorffi-fn FLct foi-%TTeyTTsociates,Ltd., a Colorado lirnited partnership.
liitness my hand and official seal
My cormnissic,n expires: --(;h g, t,.i=
qt(, i )n,/7 L.'1 Dn'NoEary Public 8.r)
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PUBLIC I},IPROVEITENTS
FOR PUBLIC ROAD AND RE-ITGETATION
AI'ID RESTOMTION OF AFFECTED TERRAII'I
Said irnprovements shall include consLruction of
road shoulder and retaining wall for contiguous public road
and resEoration and re-vegetation of terrain disEurbed by
said improvements. A11 of the above as more specifically
set forth on the final plat for The Valley - Phase V, and
those public improvement maps, plans, and specifications for
said subdivision as filed in the office of the County Clerk
and Recorder, and/or Councy Engineer and/or the Department
of Planning and Development, respectively, of the County of
Eagle,stateofColorado,allofsai'ddocumentsincorporaEed
herein by this reference'
t,
EXHIBIT B
OFF SITS .\CCESS ROAD 1}IP.D..OVEI"TETITS
BUFFER CREEK ROAD
construcE.ion of a six foot wide road shoulder (measured
from Ehe edges of the existing paved portion of che road) on
each side of Buffer creek Road from that point where Buffer
Creek Road intersects with the northerly boundary of Buffer
Greek Subdivision Eo chat Point rahere Buffer Creek Road
inEersects with Lionts Ridge Loop, in accordance with
standards for Eagle County roads locaLed in locals similar
to said porEion of Buffer Creek Road.
LION'S RIDGE LOOP
Construction of a six. foot wide road shoulder (measured
fron the edges of the existing paved portion of the road) on
each side of Lion's Rdige Loop from thaE point where Lion's
Ridge Loop intersects with Buffer Creek Road to that point
where Lion's Ridge Loop intersects with Parcel A, Lion's
Ridge Subdivision, Filing No. 2, in accordance with standards
for Eagle County roads located in loca1s similar to said
portion of Lion's Ridge LooP.
EAGLE GO NTY
nntcroffnec nnemn@remoumn
To:
BOARD OF COUNTY COMMISSIONERS
subject: subdivision Improvements Agreement -
The Va] ley, Phase V
From :
Beth A. l^Jhittier, County Rttorney9\
File No.:Da te:
0ctober 27, 1980
Attached hereto are cop'ies of the fo1 lowing documents with respect to theto the above-referenced matter:
a) Subdivision Improvements Agreernent;b) Promissory Note;c) Deed of Trust;d) Power of Attorney; ande) Partial Release of Deed of Trust.
Upon review of the above documents, the fo1 lowing are my comments thereto:
a) Subdivision Improvements Agreement.
1) The public 'improvements to be constructed by the Subdivjder
are set forth in Exhibit "A" attached thereto. The
estimated cost of same is $ 20,000.00 and the Subdivider
desires to secure the construct'ion of said public improve-
ments by a promissory note in the amorrnt',f $ 20'000.00
secured by a Deed of Trust on Lot l of tlre Valley'
Phase V.
2) The construction of said public improvements shall be
completed within 18 months of the recordation of the
Subdivision Improvements Agreement. The Sudivider
wamants all work for a period of one year after
completion of said publjc jmprovements and acceptance
of same by the Board.
3) Exhibit "8" attached to the Subdjvision Improvements
Agreernent seLgforth off-site improvements as determined
by the County. The cost of such off-site improvementsis $ 2,698.00 with the subdivider's proportionate share
being $ 105.82. Said agreement, vrhich is identical to
those Subdjvision Improvements Agreements previously
approved by the Board relative to the Ridge a! Vqll
and the Va11ey, prov'ides that the County within 48
months shall construct said off-site improvements. If
the County does not construct same or 'i f the subject
property is annexed unto the Town of Vajl' the County
shall return the monies paid by the Subdivider in the
Board of County Commissioners Page Two 0ctober 27, 1980
amount of $ 105.82. In addition, the County warrants
such work upon completion for a period of one year.
4) The Subdivision Improvements Agreement, if approved,
should be recorded, and a copy and the recorded original
submitted to this office. In addit'ion, the check in
the amount of $ 105.82 should be submitted to this officefor proper processing.
b) Povrer of Attorney.
The Power of Attorney should be recorded. A copy of
such recorded document should be submitted to this
offi ce.
ueeo 0T trusr.
The County should inquire if such Deed of Trust is afirst. If so, the Subdivider should submit to the
Board evidence of a fullv executed part'i al releaseof Deed of Trust signEE-6y-lm-Iunningham relative to
Lot 1 of the Valley - Phase V. Such partial release
should be recorded and a copy of such recorded
document submjtted to this copy.
Promissory Note.
The original promissory note should be submitted to
thi s office.
Final Plat.
By policy of the Board, the Title Certifjcate thereonis not required unless the Sbudivider is dedicatingpubiic improvements to the County.
If you have any questions regarding this matter, please
contact this office at Extension 242.
cc: Tom Boni, Acting Planning Director
Susan Vaughn, Department of Conrnunity Development
Mel Atwell, County Engineer
Doug: Pilcher, Road & Bridge Supervisor
c)
d)
e)
Ep rss.st_= \r\/[UlJ\J U V
fl 16r( frar r: r;( l{ 18,;',,2:\ r---..-\UU UT5\7U VU U Lj(zf? nruemn@remdum
Subject:BOARD OF COUNTY COI"IM]SSIONERS
Frorn:
tseth A. l{hittier, County Attorneyq\
Subdivision
The Val 1ey,
Improvemen ts
Phase V
Agreement -
eme n ts
Attached heretto the above-r
a)
b)
c)
d)
p)
o-are copies of theererenced matter:
Subdivision Improv
r rornr ssory llote;
Ueed of Trust:
Po'rrer of Attorney:Partial nelease oi
the above documents
0ctober 27, l9g0
fol l owing documents with respect to the
Agreernent;
and
Deed of Trust.
, the follovring are my cornments thereto:
\'.\Ll.iiy ,.'1;!;0cL','!'Is, i,.l'0. , ,.1(.oior:uiict lir:ri Lcci r):r :Ll)drsitiD
By LAIL\R PROI,Ep.t'TES, Il:C. , a
Dc'l :r.:ar,e cr'rD(trJtion, ics
SOJ.C' Ajlttef ,,t ! D.-r):Lr)€-i-
__.,! j- .-.:. ...
ll,z : , . .' '!- .' ' ,:.- /"<--- -' irJJei--l:r fiiu-s , '.tcc-ljrc;:.dEnL
\
LIpon revierv of
,/,^ -f'.\ /,r\L a)li f,i,' ' '0'(':"' -\-'
Subdivision Improvements Aqreement.
't\tl Ine pubt:c improvemglts to be constructgd by the 5ubdivr.Cer .,r.lii.,jll^j":th^jn-rxhjbil ,,4,, uiiui,r.o rhereto. Thp /3ii,jil"j":ll_tl.rl!,oit,n aiia;;.;-;;;.;ioi,,"ri!
;::ll::.1".::: :l;31" i, s zo,oob.'bb jiI,i,l3,,i|.?,.au, ,/fl:;ii.;",: iillf"l:: ::i:iFti;,,i itia.iioiyi.l,lJlii.l
T::,1:"3r^l f.:J,l:'::y-note in-irrJ"u,o'"i ir''i'loioJ8?68
Phase V.;;:i:.fl by a Deed of T,ust "; i;i i'"i'l,i uj,iiri
.', ..-:
2) The construction of said public. ,rO.o,r.runts shall be.,.completed within tg months-of ine'feco.dation of the,
.::9d]vision_ Improvements ng"eerent.' fnu Sudividerwarrants all work,for, ?.pei;oa of one year aftert, comp)etion of said public ir;;o;;r;;ts and acceptancec*-- of same by the Board.
3) Exhibit ,,8,, attached to the Subdivision ImprovementsAgreement setsforth "ii_;i;"";;p.ouir."r, as determinedby the County.i; i t,;;;. o'o '''1il"rf;3'1,3i,;Y;:,?l';:;j:";*;:;:'ili:.beine g i0s.82. -s:ll .;;;;;;;;,'nii.n is identicat tothose Subdivisior
approved by rhe ;"jl5'::iT:lj: f|';;l'illin3;;t;,:;r'-and the Vailev- orovidei irr.i-il,u iolntv with.in 48months shal t ionst"rct iaiJ-orilii iJ' improvements. Ifthe County does not construct ,ur.-0r^ .i f the subjectproperty is annexed unto the io*n-oi vair, irre-iirnivshall return the monies pa;J Oy in. Subdivider in the
iuli" :l. lc;.,::c,j
Board of Countv Commissioners Page Two
pt Fi nal Pl at.
0ctober 27, l9B0
the Title Certificate thereon
the Sbudjvider is dedicating
the CountY.
amount of $ 105.82' In addition' the County \'/arrants
such vrork upon comp'letion for a period of one year'
4) The Subdivisjon Improvements Agreement' if approved'
should be recorded, and a copy and the recorded origina]
submitted to-inii oftict' In addit'ion' the check in
the amount ot-S iO5.gZ-strouta be submitted to this office
for proPer Process ing.
b) Porver of Attorney'
The Power of Attorney should be recorded' A copy of
such recorded docurnent should be submitted to this
office.
Deed of Trust.
The County should inquire if such Deed of Trust is a
first. fi so, the Subdjvider should submit to the
Board evidenie of a fully execuled partial release
of Deed of Tiust signe[-by fim Curlningham.relative to
Lot 1 of the Valley"- Phaie V' Such partial. release
should be recorded-and a copy of such recorded
document submitted to this coPY'
d) Promissory Note.
The oriqinal promissory note should be submitted to
tni s-07?Jc6.
By policy of the Board'
'i s not required unless
pubiic improvements to
If you have any questions regarding this matter' please
contact this office at Extension 242'
cc : {.qs 5on i',:A,ctiltg1ld6fin-O-t-iffito'r -i;fr.Vi,fi .'D6 pa t t"e n t of cornmun i ty Deve i o pme n t
Mel Atvrell, CountY Engineer
Doug Pilcher, Road & Bri dge Supervtsor
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Dc I ar':;i r,e corJior3ci-on ' ics
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PROiIISSOR-i NOTE
VaiI, Colorado
Sepcember 26, I980
VAT.LEY ASS0CIATES, LTD., a Colorado limired parrner-ship ("}'lalier") , promises ro pay to che order of COUNTy OFEAGLE, STATE OF COLORADO, SV AI.Ib THROUGI'I ITS coUNTY coi.i}ilSSIONER.S("Pa1'ee"), ac P. O. Box 850, Eag1e, Colorado 81631, chep:inci:a1 sum of $20,000.00, co[echer wich simple inreresrf::orn a.d after che date hereof Ic trre rate of l0- ou.""n.3cr annun, r"irh such principar sum payable in ics entirecyi'rpril 29 f982
is entitled ro che
descrip::on of che prope'rtr 9t'n{etea an<1,,,enc;;b;;";-lnereUy,rhc righcs a.d remediei;of ' t)le /-ro!aer hlr;"i-;;"i"una"., arrdche :erms and,condirion6 uB,/n {rry1cn rh#-;;t"-i.- ru",_,r"j chereby\-_ _-___.-_- \-,v \/ /Ac rhe--6prion of che holde/ her:eof rhpnyi-^i^^.r ^c _,-_._"P::tt or trne lo--_z -.,- entire unpaidprincipal- of Lhis nore_ and any. inrer6sc accrueJ -ihuruo'
r,ray bedeclared due and payable and Lh" n''rtr.,ricy of this nore accelera!.edr f any' p_a),/rnen t required by chis note is not made when due orif a def aulc (rvheil-yd? in $re- oerf n.,-nratce of any covenants orclre breach of any rfe{resy{,racip", of r.rarran.y oi orherwise)occurs under tbe f,etms .4t+h? lbeed of Trusc" and such paymenror defaulc rs no/ cu{ed -ricniy' cen days of nocice co Maker.
Oegd+! Trusc") from Makerz{y,.Xdlorado, of even dacee Dbed/of Trusc for a
and assenc ro 1.y, exrenslon-of rime wi_rh resp"". .i-;;;--'pglrient ciue uncierj cbyftot{/tp/u,f ,s@6:riftbr., or ruleaseor corra:erar ar,'F^rojb€ e(rg**fr**_Zf any parry.!:.:f = igrer , gt+LlanEaf ahd/endo(1er ncreor gLraranEeesL:re pa)menc oi 'chis noce according co iEs c6r-ms. No waiver
Maker and any signer, guarantor or endorser hereofr..'aive demand, presentmenc, -noticE of dishonor u.,J-pro."...^_ -J
o- ,,.v n.v.nlfrrr n r 2nv nrhar- -; -r-r-r- c-,r pa_..,,.=rrL v! __-/ under chis note shalIoper:ate as a i;aiver of any ocher payment riglrts under chisno.'.e shall operace as a vraiver of any ocher"l)a),ment or rights.ilaker- a.d ar.ry signer, guaran.cor or eircro.""r i-,"r"of sharr "
pay alI reasonable cosEs of corleciion, i.rirh or without- suic,incL-ud..ng acLorne\"s fees, paid or incurred in enforcing ---'
,-hi c nnio
I'lal<er may prepay this note at any cime ancl from cime:o time, r,'i chouc. penalcy.
This note and che Deed of Trusc are given as colrateral:rr.lr:suanc co char cercain subciivi. s io. rrrororru*uic. Agreemenc( ihe ".{greer,enf") o;- even cia cc here,.oiif.r^ -"r'ri"r"J-l-nco betr.;eentiaker. aid pa;uee. R.ef erencc ir ;r;;; .."irr""nirJJr"". for aiescripcion of che righcs of the horder hereEf co-receiveta\"ne.a hercunder. Tn: performance in parc of a'y of l.laker,sobligarions sec forch in the Agreement, sha.l. I resulr in a?roporciona:e reduccion in the amount. orving urrcler this noteol9: ii.ac anv rine.,.there is complua" p"rfo.r"n." of IIal<er,so:iigacions u'der_cliis Agrcemcnc,'chis nocc slrall be dcemed:;r:'.c iir fuI] and pa'ee siiai_l imrnedia r_e ir, .o,_rsu che Oced of'I:us: co be full..' :eleascci.
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EAGTE CO[.3E\ITY
Department of Buildinq & Plan
P86 ttJ.nro.o RAD. I i 63 1
o
nin
Eagle Va1 1ey Engineering and
Surveyi ng
P. 0. Box 1813Vail, Colorado 8.l657
10 September 1980
TELEPHONE 303/3 28-73 l I
EOAR O OF COUNTY
COI\11\,ll55lONER5Ext 24 |
AO I\,1 IN I5T R AT IO N
ExI 24 l
ANIMAL SHELTER
9 49 -429 2
ASSESSO R
Ext 202
BUILOING IN
IN SP ECT IO N
Ext 226 ot 229
CLERK &
RECOROER
Ext 217
CO U NTY
ATTO R N EY
Ext 242
ENG I N EER
Ext 235
ENVIRONPIENTALHEALTH
Ext 238
EXTENSION
Ext 247
LIBRARY
Ext 25 5
PU B LIC H EA LTH
Ergle Ext 252Vail 4 76.5 344
PLAN N INGExt 226 or 229
PURCHASING/
PERSO NNELext 245
ROAO & BR IOG Eext 257
>nExrri
Eagle Ext 2l IBi:alt 927-3244
Gilman 827-5751
SOCI AL SERVICES
328-6328
TREASURERExt 201
Re: File No. Su-114-80-F2
Enclosed please find a ccpy of the Eagle County
Surveyor's 0ffice review of your final p1 at-It is the applicants' responsibility to be certain
the items'l isted are changed at least L0 days prior
to the County Commissioner's meeting.
You or your agent may come to this office and make
the necessary changes. If you have any questions'
01 ease ca'l 1 me
Si ncerel y,
fr-_----=-.
Thomas Boni
Asst. Director of P1 anning
TB/Sg
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| = /a\(t#il t=| '----r L--L\\YJ | '-'r I '-----l @U NT V nntercff fl ee nne mme ranGumn
ro' Johnson and Kunkel Surveying
Mel Atwell, County Engineer
Su bj ect:
Fi na'l Pl at Check
d(rxfiX tseth t,rlh'l tt l er, County Attorney
From: Conrmun'i ty Devel opment
File No.:
Su-114-80-F2
Oate:5 Sept 1980
The enclosed plat for The Valley Phase V 'i s being
referred to your for your review and comment.
Please advise us of any comments or recommendationsyou might have prior to the 17 September P1 anning
Commission meeting at which time the item will be
revi ewed.
Thank you
E)"ll:' il't A
r\ parE r--r f l,:rrcc L A, Liorr's; iiirlgc llrrirJ-ivi:;iott, );il.iuii No. ll ,;r srrLrdivisi.on
rccordcd in Llrc tlf l Lt:c ol- Llte liirg'lc (iorrrtLy, (irrl oriLd(r ' (il ir rlc ;rrttl ltccorrlcr ' sald
part of Pi.rrccl A bci g ttrorc parLictrIarLl' <lc:;cr'ibutl fls f Lrllo\"s:
llcglntrlnl',Jtill)ojnLotlLl)tltlorLillillcol.:;;ridl'itrt:t.:l'\rvitcttt:cLltcnorLlrtrcst'
corner of Scctio6 12, 'for.rnslrip 5 Sr.rr.rCir, lilrng,e [il l'lcsL of utrc 6Llr t'r'incipal ]leri-
dian bears s U3'19'41" N t114.59 tcLrc disLarlt, Llrcncc 1; 11 "59'()6" l'l uB5 '5-i feeE
to a poinE on tlle Ilorthcl:ly riglrt-of -r,':ti' Iinc ol: Lion's,llidiic l'oop ' thcnce Elle
iollowing eigir! courses ;rlong said rigirr-of -rv;ry .l irrc: (l) N 6r"58'28" Li 4J6 '62
feet; (2) 225' 60 fect a Lrrrtg tltc al'c of a clrrvtl t:o tllc lcfL r"lrich lrits a raclius
of 1058.71 ilc"lt, all ilrccri,'r 1,1r1. of .12"12'32", :rttrl a cltor'.1 rvlriclr bc:ars ll 55"
52,L2" E 225. l7 feet-; (3) I,i 49.45'56', u 155.35 fi:<:r; (4) 1(i4.26 Iccc along
(:ltc arc of a curve to !llc lel.t tvlrj.ch lul; ;t radi.tt:; of IJB.I .J2 fccC, an interiol:
arrllLtr of 6043'411", aud ;r chorrl r,,lrj.cl.r bcrrr:s ll 7,6o211f')tt l',) I.64.16 fccL; (5) N
42;57'0g,' E 102.95 Iccr.; (6) f 5i .20 1-ccL ,'rloirg LIre arr: of ir (:trrvc t.o trlr(r r ii:lrL
wlriclr lrirs il l'1(l lu:i t.,t ').64,.16 [t'cL, ;rtr i.nLcr.L<rt' rrttlil t' of 3'J"2t '-]2", ,'rrrrl lt t ltot'<l
rohj.ch bc:rrs i.i 59o40'24" li l52.ti2 lcct; (9) N 7tr"2l'/i0" l'l 42.91 t'cut; (r0)
121.19 f ee! aJ-rrng thc Jrc o[ ;r r:urr,,c to Ihc ].cIt wlrit:ir lt;tr; lL r;tcl iu:; of 681.20
feeg, a6 iltterior anglc of -10o11 t35", lnti ;r clrrrtl tultit:1t lrc'ltr:; N 7L'I7'53" I
121.03 feec; (11) N 66"12'05" lrl 6.9.1 fccC, Lhcncc dcpirrcing snl.d righc-of-
way liue N 35 "55t58" l,i lilg,7B f ee t to a PoinL on t Irc nortlr Iittc oI said P:rrcel
A, cIence aloug said norLh linc: s B6'l-9'1rL" l.I 1.24(;.2fi [(]cL to Clrc po.int oE
beginriing, contaiyiqg 676,82I {j(luarc fcc! or 15.53.9, acr-cS, lllQrc or lcss.
u"t" : rYagrur_1Q-z-_I28e__
NINETTENTH S
RESS LIVAUDCHI
v,
LD
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AIS AR
DENVER COTORADO 8o2of :03 825 474s
CHITECTS
6 February, l 9B0
Mn. Tom Boni
Assistant Directo n of Planning
Eegle Co. Planning Dept .P.O. Box 179
Eagle, Colorado Bl63l
Dear Mr. Boni ,
The enclosed drawings r,vith this letter are to revise and amplify oun 1 November, 1979preliminary plan submittal for phase 5 of the valley. They reflect nequests by yotr
and Mr. Chuck Donelly, Tolln of Vai I Plannl ng, to set more definitive restnictions
on the building envelope and concentrate the buildings in a smallen, mone dense area.
Dnawings consist of a plan & a ty,pical cross section through this area of the valley.
drarvings ane taken from topognaphic sunveys by
ln addition to the requinements on drawings, each lot owner is to retain trees within25'of his final building.
The model is intended only to show how buildings genenally lay into the land and thein
visual , sight line relationship to the road.
Cordial I y
Jef f l3urleson
--
EXHIBIT it
PUBLIC I}FROVEiI:ITS
FOR PUBLIC ROAD AND RE-VEGETATION
AI'ID RESTOMTION OF AFFECTED TERRAIN
Said improv€rteots shalL include construcLiort of
road slioulder and reEaining wall for contiguous Public road
and restoration and re-vegetation of terrain disturbed by
said improvements. AII of the above as more specifically
set forth on the finat plat for The Valley - Phase V, and
those public improvement maps, plans, and specifications for
said subdivision as filed in the office of the County Clerk
and Recorder, and/or County Engineer and/or the DepartmenE
of Plahning and DevelopmenL, respectively, of the County of
Eagle, State of Colorado, all of said documents incorporated
herein by this reference.
\
)'t.sztu NINETEENTH srnrf DENVER coroRADo Bo2orfro3 s2s 474s
CHILDRESS LIVAUDAIS ARCHITECTS
Concelning specific nequirements:
4.02.01 PRELTMINARY PLAN: drawing size 36" x 42", Phase 5 Valley
(a) complies
(b) on drani ing
(c) see enclosed legal dcscr iption and sketch plan of The Valley
(d) adjacent ane condominium association common open space and
e xisting valley c ondominiums
( e) on dr-aw ing
(f) on drawinq, also see reports cnclosed
(S) cxisting on dra,,r,ing, r-to new road to be constr.uctcd
(h) on dnarving
(i) r)one ane neserved or de dicated
(j) adjacent lanc to be comnrorr open spilcc dcdicated to the condomir,ir.lm
associatiorl
(k) 1. The Valiev
2. Or^rner - Jim Cunr-'irrgharn
Cunrringlharn (jonstructior-r and Development CompanyP.O. Box 418
V'ail , Colorado 80202
Subd ivider - Same as above
Pneliminar^y plat - Childness Livaudais Ar-clritects
1523 1/'2 1 9th Stneet
Denver, Colorado E0202
3. t{hite River- National For-est - Nor-th
The Valley, Fhase 2 - East
The Valley, Fhase 6 - West
lhe Valley, Phases 1 & j- Soutn
4. PUD - Rcsidential / see dnan,ing. See legal descr-iption fon
ac reage
5. fi ling fee paid by orvner-
6. thene are no r-e servations or dedicatiorrs for- public sites
',1.523% NINETEENTH sr*rO DTNVER coLoRADo B02ozf:03 82s 474s
CHILDRESS LIVAUDAIS ARCHITECTS
7. brief description of PD guide:
a. bui lding desi gn is to confonm to the architectural planning
control committee of the Lions Ridqe Subdivision, Par^cel A.
b. maximum building height = 35'
c. building setback from road r ight-of-way = I5' (excluding
garage)
d, thene will be a partywall agreement
e. lhe ownens of these lots will have access to the condominium
ilssoLiation swimmiI'g oool and ternis courts
B. Marketing and planning cr-iteria used in changing fr om B cluster
units to 4 duplex units:
a. by changing from cluster to duplex sites rve intr-oduce much
rviden var-iety into the overall anchitectune of The Valley
b. by r.tsing our vast south-facing slopes nor.th of the road, we
may place langer units where they have the least impact and
rnost sun
c. thene is a gencral and predominarrt demand for- duplex sites
rvithi n the vic)nity of Vail
(l) all adjacerrt land is withirr The Valley
4.02.02 VICINITY SKETCFl MAP: See enclosed copy of Lions Ridge Subdivision
Filing No. 2 Final P lat.
4.02.03 PHYSICAL INFORMATION
(a) Geology - see soilsreport enctoseo
(b) Soils - see soils report enclosed
(c) Vegetation - see inventory and evaluation by Robert L. Howland
enclosed; tTee masses shown on drarving,
(d) Wildlife - see letten by Kris Moser crrclosed
(e) Wildfire - see lettcn by Terry lVatties enclosed
4,02,04 GRAD I NG AND DRA I NAGE
: (a) see enclosed schenratic site Iayout
(b) see enclosed schcmatic site layout
'1..i23v, NINTTEENTH srnrf DENVTR coLoRADo 802ozf:03 s25 474s
CHILDRESS LIVAUDAIS ARCHITECTS
4.02.05
(c) see enclosed schematic site layout
(d) report by Eldor ado Engineening Company will follow,
UTILITY l--LAN: Utilities exist on site; water, sewer., electricity and
gas in Lions Ridge Loop Road R.O.!V.
(a) [Vater- Supply - see letten from Local Government Management
Consultants
(b) Sanitary Servage Disposal - same as above
(c) Under ground lrVining - see lettens from the Holy Cross Eiectrical
Association and Mountain t3ell, Lions Ridge F iling No. 2. {3oth
companies have been recently updated to the project and still plan
pt-ov ision of scl vicc.
(d) [:ir-e frr<-rtection - fi r-e hydnant exists on site.
Rf VEGETAT ION: Site aneas distur-bed during construction wiil be
r-eseeded and planted to retuf-n to natunal vegetation.
Twenty-Trvo (22) copies ane enclosed,
4.02.06
4.02.07
Jeff uur leson, A I A
o
trVl]T R,TT R
OFF SITE ACCESS ROAD IMPROVE}GNTS
BUFFER CREEK ROAD
ConsErucEion of a six foot wide road shoulder (measured
fromthetrdgesoftheexistingpavedpor:Eionoftheroad)on
each side of Buffer Creek Road from chat point where Buffer
Creek Road intersecgs with the northerly boundary of Buffer
Creek Subdivision Eo Ehat point where Buffer Creek Road
intersects with Lion's Ridge Loop, in accordance with
standards for Eagle County roads located in locals similar
co said portion of Buffer Creek Road'
LION'S RIDGE LOOP
Construction of a six foot wide road shoulder (measured
fron the edges of the existing paved porEion of the road) on
each side of Lion's Rdige Loop from Ehat Point where Lion's
Ridge Loop intersects with Buffer Creek Road to that poinc
where Lion's Ridge Loop intersects with Parcel A' Lion's
Ridge Subdivision, Filing No. 2, in accordance wich standards
for Eagle CounEy roads located in locals similar to said
Dortion of Lion's Ridge LooP.
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RECIi.,/Fi.]
JAru l ii i980
Dept. ot pJannrng & Dev€I.E88te. County, calo.
l'lr. Jeff Burleson
c/o Childress Ljvaudais Architects
1523 1/2 - 'lgth Street
Denver, C0 80202
RE: The Va] I ey, Phase V, Prel imi nary llater Rev j ery
Oear Jeff:
As you are av,are, I finished ny revie\rr comments of phase V and sentyou my col;'lnents on January B. At the Lions Ridge llater District
meeting on the even'ing of January 8n an item came up that I ilroughtyou should be alare of.
The I'Jater District is p'l ann'i ng to undertake various jmprovemenrs onthe irater systen ilr the upcoming moirtirs arrd years. l'irese improve-
ments include:
l. A lrel lyater storage tank.
2. L i ne improveinents to senve "Tlte VaJ 'l ey " by grarri ty frontire tan k .
3. Looping a I ine frorn the "Va'l 1ey" to the lower Lions Riclge
Loop.
4. Certain valves, pressure reducing valves and meteringequiprnent to tie the above irnprcvernents together.
These improvernents will help al1 of the District, yet certain oneswi'i 1 specificaliy upgrade "Tite Valley" area. 'therlfore, wh.i 1e theDistrjct r.rill be undertaking a certajn portion of the costs, it yrasfelt the deve)opers in the Vailey and at other locations should con-tribute an equitable arnount on the improvements. The exact amcuntto be con'uributed by each concerned pirty has not yei been determined.
l4r. Jeff Burleson
Page Two
January ll, .1980
But, it is the intent of the ttistrict to have al'l involved partiespay a fair share. By looking at the future fire storage requirements,fire flovr demand, line lengths, domestic storage requiremants, itis planned to come up vrith an equitable cost for the developers andthe affected Water Districts.
It is not the jntent of this vrork or this letter to delay your develop-
ment or planning schedule. Yet, I wanted you to be aware of the work
and rvhat will be needed by invo'lved parties in the months ahead.
ifyou have any questions or suggestions feel free to contact nryse'l for Ed Drager, Presjdent of the Lions Ridge llater District.
Yours tru1y, ,----\tz' )(-/ ./ tl6rya^" Yry\ / /r\BryX Duff , P. EU
BDlj I w
xc: Ed Drager
Jim ColiinsJin Bailey/
Ton Boni ../
Inter-Mountain Engineering lra.
January Il, 1980
Mr. Terrill Knight
Eagle County
Department of Planning & Development
Box I79
Eagle, Colorado 81631
Re: Your File No. Su-114-80-P-2, The Valley
Dear Terrill:
We represent the Upper Eagle Valley Sanitation District, vrhi ch
supplies sanitary sewer service to the above referenced propert:r. It
is our understanding that this devel-opment will consist of four duplex
Iots.
The District has a main trunk line which follows the valley floor
and should be adequate to serve this development. If a main line
extension is required, the District will require that it be constructedin accord.ance rrith current District regulations.
The District presently has excess capacity in its wastewater treat-
ment plant and has begun construction on an expansion that will more
than double its present size. Accordingly; upo[ pa].ment of proper tap
fees and compliance rrith the District's rules and regulations, the
District can and will provide service to this property.
ff I can be of any further assistance, please caII.
Very trul-y yours,
UPPER EAGI,E VALI,EY SANITATION DISTRICT
Jr86ry n >Sv,ntlo^
Inter-Mountain Engineering, Ltd.
Enqineers for the Di.strict
Jeffery M. Spanel
Vice PresidentJMS:cjn
cc: John Anato
Jim'Col1ins
J j-m Bailey
BOX NO. C-100
AVON, CO 81620
949-5072 DENVER 893-1 531
1420 VANCE STREET
LAKEWOOD, CO 80215
Phone: 232-0158
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Dtpt. ol Plrnning & o'vot'
Eaglo, CosntY, 0ot0'
2BFJ)<i88c;
.-d
t'lr. Jim Collins
Local Government Consultants
445 Union Blvd. - Suite 123
Denver, C0 20228
RE: The Valley, Phase 5, Preliminary Plan
D ear Mr. Co] I i ns :
I have finished review of the pref iminary plan subm'itted by Chi'ldress
Livaudais Architects of Denver, Colorado.
Since the submitted "preliminary plan" shorrrs no schematic layout
of the proposed water mains or service lines, I do not feel I have
enough information to comment at this time. I wou'l d suggest that
vlhen the plans are done, that due consideration be given to a fire
hydrant to serve Lots 1 & Z.
Therefore, when a schematic layout is complete and submitted in
greater detail than thai, which I have, I would g1ad1y review it.
Yours tru1y,f2| \*-/ A/r"
Bryan Duff
B D/j 1w
Burl eson
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xc: TomJeff
Box 386 Eagle, Colorado 8i631
lrJ'lr6t'. \,,
7, Eagle County
Box 179
Eag1e, Col-orado
Xagle County Plaru:erD'l ^n-i -- i't^-+., r.u! [r 15 r-rvP u.
UIOJI
Jamrary l+, l-9go
Eagle County Soil
TerriLl:
The Va-11ey preJ-inirraty olan rvas sr-rbrnitted .uo theConservation District for revie..rr and conr,tent.
I'Ie have no corr.ients conccniilg this request.
Si-ncerely,
6-*i /l.l;;
Br:.d Gates,
Presi-Cent
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{-/; tr,,i:',/,,.' -t'gr: /al/l{s TS 1-1
0/ .ri//l,,lt t/,t l;< (rt tvr.:.7Exc ava t ion and Ernbankment
h/ 4r-lt' .
A. CENEI*AL
This Article covers requirements applicable to all excavation and
enbankment to be performed for the Fconstruction of I*&#k
s*-ad* aqn+4tF+hese--r . o^/ €A6t€ co,ttt r./ zonour//_u1.cocA'-:-!
ttut
1. Lines and Grades
Llork of this conEract sha11 be performed to the 1ines, grades,
sections and densj-ties as shov,rn on the drawings or as specified.
I.lo rk not conforming to the lines and grades specified or shor,rn
shall be re-worked until requirements are met by the Contractor
at no exPense to the ovner.
Cornpaction Control
a. Testing necessary for determining suitability of materials'
mois ture-density relaEions of soils, and field in-place
densities being obtained sha11 be performed by Cootractor's
testing agency. If, during the course of rhe rvork, required
testing is no! bei.ng provided by the ContracEor, the Orn'ne r
may engage a testing agency whose cost shal1 be ch€:rged to
the Contractor.
AobPez'q;a' 84s ee le€ a
b. Before installatj-on of# may begi.n
on cuc areas within the roadway, the existing material which
forms the finish grade of t.he subgrade sha11 be compacred
to the densities required hereinafter. Prior to conxr,ence-
menE of any fill operacions wiEhin Ehe roadtvay, che exisring
material sha1l be scarified to a depth of not less Ehan
6 inches and shal1 be compacted ro the densiEles required
hereinafter,
c.lloiscure-densic;r releEions of soils sha11 be cieEernined in
accordance rviEh ASTI1 Standard D698, which will be referred
to as standard density or maximum densic-v hereinafter.
Field in-place d.errsiEy cests of compacEed fill' backfi11,
subgrade, subbase and base course wili be performed in
accordance r,ri th ASTiI D1556 or D2L67 or D2922 nuclear method-
lrthere in-place densiEies fall belorv specified rnininums, Ehe
CcnEractor ruill be required Eo re-Irorl<' Ehose zones unLil
reo.uired densit.ies are obtained, and iF noc obtained, the
Concractor shall be required co renove and rccoustruct che
deiicient zones aE no adcliEional cosc Eo the Oru'ner.
DensiLv tests slr.rLl- be perforne,l otr :;trLri;rade ' s*l"P€FlE{!6f:5;EgrL A^,,/)
n*#R.l aggreg:rEe base cour:;e as direcced bli che rlt'tre r bur
not less often than (l) tesc per ever'/ 500 Lineal l'eec of road-
r..ray. &:nh,''r+r,'or
lg*s-irag:one-derlsi E+eei!es-ijrl{.iq-eh9: }ack riiL-otpr:t*i on .K
d.
- l3 -
-/vt L'fl/
During placing and/or compacting operaEions upon earch or
earth and roclc mixEures, the moisEure conEenE of material in
the layer being compacted sha11 be r'tithin 2 percent (t) of
optimum and shal1 be as nearly as uniform as Practicable
throughout Ehe layer. Fi1l sha11 not be placed in layers
exceeding 12 inches in depth under an;- circumstances. The
Contractor shall perf orrn all operations necessary to ensure
the proper moisture content, including but not linited to
sprinkling, scarifying, aeraEion or drainage.
The Contractor shal1 coordinate his placement and compaction
operaEi-ons wich the sampling and Eescing oPerations of the
testing agency, Permitring proper inspection as Ehe work
Progresses.
The Or"ne r or Ovmerts Representative may suspend any portion
of thi: earEhwork when density requirements are not bei-ng met,
or r.rhen satisfacEory resulEs are doubtful.
Earthwork compacEion oPerations sha11 not be performed during
periods when freezing ternPeratures' excessive moisture or
similar factors preclude satisfactory resulEs. !/hen working
condit.ions are marginal, the Contractor sha11 obtain the
Or^tnert s approval Eo commence or proceed with compaction
operaEionsl however, it sha1l be the ContracEor's responsi-
bility that the work, when tesEed, will meet the compaction
requirements specified herej.n. Should prevailing EemPeratures
induce frost in the fil1, backfi1l, embankmen E or subgrade
in such anounts that it is conEributing Eo unsaEisfacEory
densities, placement shall be suspended and sha11 not be
resuned. until conditions are favorable. @d
du=r*g;2eciurls--:ziterr==keezi'nq-'=t-€nPeE-'+t'rl{es-q*::==halJ=be
coarple++ly-t-ha(7sd ??f drto-' eomm::scilrg Sack'i-i:jj:--at"Gleo{nP6-etatn
op e racioo-s.
5.
Drainage Control and Dewace ring
Throughout a1L worl.l under Ehis contracE, the ContracEor shall maintain
drainage in Ehe varicus r,:ori: areas such as to Drcvenc collection
of water in excavaEions, pondin3, erosion cncl excessivel:t "/e E or
unsEable soil condicions. Operacions to be pertor;re<l by Ehe
Concrlccor in acconplishing thc roreSoine shall i:'rclude, bue not
necessarily be limired to, the follor'rinq:
a. creciing in rhc .'ricinity or and ior -r disl:rncc oi rpproxinately
25 feet outsicle each e::car,,ation, inclr.rciing slopes, shall be
conEinuall'/ and cf fecci','el'.' con!roLf:cl to prJvenc surfece
rvaccr f-ro:n entcrinq thc excevaclon'
b. r\n,v r.'ater .rcculrulacing tn e:<cuvaEions ' :ronl ullaccvcr sourccr
sheII be lronlLL,/ rg,rrdvcci b.r thc conErscccr. usinq rlcrvaEerinq
r.leEhods acceptcblc E.o che iingineer' I'l'he re tlirecced, der';etering
operf E ions ';irrlL bc conEitrur:d -rs ncccssarv for n:intaininqn(NN
}IATERIALS
suiEable condj.Eions in Ehe excavat.ions EhroughouE backfilling
ope rat ions .
Dit.ches sha11 be constructed as required for drainage and
proEection of the r.ro rk and shall be maintained unobstrucEed
and free draining.
1.Sui table l,laterials
llaterials for constructing fi11s, embankmenEs and
as select structural fi11s or backfills for this
ted on the drarrinss are defined as follows:
zones designated
oroi ec! and indica-
Ilaterial excavaEed from within the project right-of-way or
consErucEion easements and used as fill or embankment material
shal1 be free from perishable matter' debris, frozen maEerial
and stones or cemenEed pieces larger than Permitted by the
specified gradation. I'laterial sha11 consist of any on-site
excavated material conEaining 100 percent parEicles smaller
than 12 inches, excluding topsoil, saturated silts and clays 'peac and other organic matter. The rate of placement of fill
materials shall be coordinated wit.h the comPacting oPerations and
density testing such EhaE Ehe required densities are obtained
and verified before further placemenE is nrade on these areas.
u-:4 t" " /s trn{ u:r aV rtz{e r '.ar
particles finer than 6 incires, a ma:<inun of 25 percent minus
2OO particles an ci. a plascic:,ty index of epproxircately, 10 percenE.
Backfill
Backfill unLess shown othen,rise on the dra'w-i'ngs shalL consist of
Ehe material speci.fied hereinbeiore for Fills exc.pE that
100 percent of ghe particlcs shall be smaller than 6 inches'
a. Fill
.Pipe Be dcl inq
Pipc beddinq shall be a select sanci/grave L t:Tixture r'ri th 100
perccnt ?arEicles passing che 3/4-inch sieve . 35il'-7 5i( passing
the l.lo. 4 sic..'e and O,1j-8ii passing the :io. 200 si.eve.
,'Filb r iJ Filtcr t{aEerial
Fabric f iLter mlrce rial s;h:rll be "TYPAR" as manut-ecEured by
I. E. DuPonc or Jn Ot,rner-unproved equel.
m-.:-..lritt 4^""tt'i.iiion,' -desilnaced
"seiec'! stiuctural" f.ill on Ehe
-'rirawin!s'i6a11 consis-t of inorganiq.s6ils having lO0 percenc
s'
n(-i5-1t,
Unsuitable MaEeriaIs
Itaterial conEaining vegetation, rooEs, stones larger than permitted
by che class of fill being placed, highly plastic clays or other
material having unsatisfacEory conpacEion characteristics sha11 be
classed as unsuitable for use and sha11 be disposed of as specified
or oEherr{ise directed bv the Ovrner.
C. CLEARING AND GRUBBING
Trees, brush, buried vegetation, trash, sEumps, subsurface roots
larger than th inches in diameter and all matted roots shall be
conpletely removed from within and to 5 feet outside of areas to
receive fill, gravel surfacing, ocad€F'd'e-P€|ed and to a li.ne
5 feet beyond the top of any cut or loe of any fill or enbankmenL.
Except in areas r.rhe re excavatlon will fo11ow, depressions created
by grubbing sha11 be fi11ed with suitable material and compacted.
1.
rembvat 4o oi.oot.l or. Lhis/,kt.iih shall belconpi"fJa-ilv'cohcrcc{or ry'a "lt"ir'ty'ro 1/p^rt cjr tnis .or(tt^"t'. t \-'
D.STRIPPING
I
l. The ground surface r"rithin and to a distance of ! feet beyond the
limits of areas to be occupied by the roadway or areas to receive
fill sha11 have all topsoil and soils containing grass' rooEs and
other organic materials removed by stripping. The minimum deprh
of stripping sha11 be 6 inches. A11 areas requiring stripping
shall be scarified to a depEh of 6 lnches and cornpacEed as described
hereinbeiore before any fill meterials na-v be placeci.
)Toosoil removed by scrippinl shal-l be rcrnoved Eo a si:e designaced
by the Or,'ne r and stoclipileC Eor reuse and kepc sep3rate from oEher
crnnizni l..d mrr,-r'i r 1 e
E::C:'rtrr\T ION
1.
Excavation shall be carrieci Eo the elevaEicns end qrsoes required
for che subsredes and finish sra.dcs shotu'n on Ehe dr3winqs.
E::cavaEion r.r'i 11 noc be cllssif ie,l lnd shaLl consisE of ihe satis-
f accory,' reno,zal and disnosition oi all naterlaLs as necessary for
nnr--nriirr.r..' oF rh,r r,'orli - rcsrLrCLcss of thc naE.ufc of Chei,!Lr-v!macerisls cncounEcrcd. As rtearly' as practicabic, macerials
er<cJvaiei trn<]er this conErilc! anci noE previousl;- specifiei as
rrnsuiEabie sliaLl be Er:InsDorced. Eo and urilized in che iill and
backiill arcas of the pro.jccc or in .storage areas shot'n on Ehe
Crar,;in3s or rlesirnateci byr the u\"Tler. lM
-I ire- ?h *se-l -pcrrfrc:r-+r-t rx:- PFft+ee €-jr1l+--8t€i-ferTl:.i-rL't**i*e]=e+ e n
tv
-3's- e vfr*nl Ct'4Vt'trlI'
7
Bhese--f--sh*+iL_be--seee&p'i4eC hy the Contrector in Ehe area" 'h or^m on
the-drawings*. Ptrd9"5f
Jrom- the--€wrer:-
Ove rexcava t ion
Excepc as directed by the or,mer, overexcavation shall be carefully
avoided .
a. llhen the indicaled limits of excavaEion are reached and the
exposed maEerial is found, in the opinion of che O'wner, to have
unsuitable qualities, the Or'tner will direct in rn'riting Ehe
corrective measures to be talien, and- an equitable adjustmenE
in contract price will be made for this additional work in
accordance with Eh€ applicable (add) unit price for directed
overexcavation in accordance wiEh this contract. Directed
overexcavation shal1 include both excavation and filling with
suitable materials and compaction Eo the specified density
co re-escablish che excavation to the required lines and
grades. Quancities as the basis of payment sha11 be established
by field measurement and survey of unsuitable materials removed
and of suitable fill materials placed and compacted'
b. unauEhorized excavaEion and the corrective measures necessi-
tatedtherebyvrillnotbeconsideredasabasisforclaimsby
the contractor for additional palTnent. l.Ihe re unauthorized
excavaEion is carried belorq the elevarions indicated, grades
sha11 be brought up Eo indicaEed elevations wj.th fill maEerial
ofrhetypespecifiedandconrpactedEotheapplicabledensity
specified for the material being placed. I,lhere unauthorized
excavation is carried beyond the horizontal limits indicated,
thecorrectiverneasutesshallbeasdirectedbyEheot'rner.
-3------Exc..avaE-i€'t-fo r-tEEdhsf
Trencires shall be excavated to Ehe required rleotlts and widCh,g-as
fcllcss. . Trench valls strall be vcrti-cal :or not nor,e -E.han--5 feet
and Ehen shall be slopcd or stepPed Eo gr'rde to- Provide ior the
saiety oi the woricers. unlcss othcrrrise shorun on the draw-ings, the
ttidth at the toD of the vcr:ical, pL)rtion oF thc trench silall be
a ma:<inuln of l8 inciri:s on clcir sidc of cht pir:e d i:rr:crcr ror pipes
lcss chen J6 inches in diarrecer, l4 incncs- ior :r i)cs bctl.'een i6
incnes rrnci 9(r inches in tlianeCer :1rci 16 incltes for--pipes larger rhan
96 i.nche s in,.dianecer. AII Pipa trenchcs sha-LI l)e overe:(c3vated
ilE leasE 6 inches bcior,r the bottom of pipe elevatj.on. unlesr; oEher-
.--Ditches shall be excavaEed to Ehe slope and cro-ss-section indiiif6'
on Ehe drawings.-Ove_rcxcavatio_n-sha.lI'benackf iLlcd to che requireci
grade and slope r;iEh '"ii c jir'="==c=f i -rl--rrC-co n:pac ced - All. dllllt:
.shall b,e-mainrCineci by che ConcracEor during che construction pe-ftod ----
-4--E,ca vat-iorl=e++r enehe s-
-f7-leot/
r^iise sho',in on the drawings and the overexcavaEed depth bacl9!i11ed
with pipe bedding macerial placed in 6-inch lifEs spread-e-venly
across the fu11 width of the Erench bottom. Shotild;Le-become
necessary to overexcavaEe nore Ehan 6 inches in-order to remove
boulders or other obstructions, the re s ult ing--i{epre ssion sha11 be
backfilled r.riEh suitable materials and campacled to 90 percent l
scandard densiEy before placing of b-edding maEerials' Bedding I
materials sha11 be cornpacted aftgr/placement and shall be shaped
and graded to provide uni f orm.. bearing and supporE for che bottom Iquadrant of the pipe for-_th6-entire length 9f the pipe except where
necessary Eo excavate-,-ddpre s sions for pipe joints' The depressiotlsI ,tr.ff be'of onlv sudtr length, depth and width as iequired for oropeir
f iEEing of E-he parEicular type of joinE. t'the re pipe is to be '
, \' insralled-in an area of fi1l, the fill shal1 first be construcled l
to t.q,rit.a densj.ty to an elevacion at least one foot above che' --top oi the pipe, Eiren excavated for the pipe as described above' ---
(. D^ --^r r
6:=---5 cockoillne
pr$aracion and excavaEion of borrow areas, and furEher processing--
of the excavated material if necessary, sha11 be perf-ormed as
required to produce maEerial sultable for the intended use'
Clearing, grubbing and stripPing of borro\r areas' stoclipiling
stripped topsoil, disposal of unsuitable materials and maintenance
and dressing of borrow areas. shall' 'as.-necessaiy, be performed
aS operations incidenfal- to borrow. Except -aS. o,Eherwise permitted
by the Or,rner, borror'r locaEions sha11 be neaEly eicavate-d- and
aiequately drlined and ruhen borror'r operations are comp leteid- sha1l
be left in neat condition. Borrow areas shall be as shor"n on the
-'drawings.
...'--..-
I
iftere sholh--on lhe drarvings or _r.;here 'directed by che O'u'ne r naterial
may be placed in siciclcpil.--s.ll n-if fe...tt classes of materials shall
be stockpiled s_eparately. pre!-i:ration and rnainrenance of the
;;
"
J;;[, ;."a--"r'"r r be ac comp lished b; ]hc--con ura-cls r-at no
additional cosE Eo the ftmer.
7. BaclctilLinq Trencncs
Backfill sha1l nor be piacecl uotil- :he pipe installation has been
inspecEecl , all required Eests ha're been conoleted and -rhe pipe
Erench has been approved for bacLcf illinq '
Trenchesshallbeb:rctifillcdwiEhbackfiLlmaterielessoeciFied
hereirbciore to rhe rllevaciotls shorln. The backfi11 shall be
brotrgirE rrp in 6-inch cornpacEed Lavers evenly on bocir sides oi:he
pipe, tal-'ing carc to ensure Ehorcrrgh conpilction under Ehe haunches
of thc pipe. Each laver shull 'be Lhoror.ttlirlv comDlcieC be iore
pLac!ng Ehc succeedlng la.ler. This necltocl of f i11i.rg :rnrl compacling
sha.l-l conrintre rttrc.iL Eirc conD:lcled baclif ill has rcactred an elcvacicn oi
- ac le:st lS inc1rcs above Ehe col; oE t6c pipe or f inishcd subgrarie,
-i3-4t
whichever is less. llinimum compac-t-ed -densi ty-- of- btctFill mat.erial
shall be 95 percent-maximun-dendfty. --ftre rest of the trench sha11
be backfilled in accordance with the procedures and- specificationstut4{ir ."...i.r..
Cut and Fil1
To che greaEest extenE pracEicable, cuE and fill operacions shall
be coordinaEed so as to minimize haulage and rehandling, and permiE
placemenE of excavated maEerials direcEly inro fil1s and embank-
mencs being construcEed. However, aE Ehe direction of the Or.tner,
borror.r areas mav be worked Eo remove and/or Process material and
the resulLing borrow maEerial hauled and stockpiled in other
areas of Ehe proj ecL.
Fi 11s
Genera 1
Fills shal1 be constructed to the lines' grades, sections and
densicies shoLn on the dra\.rings or detailed in these specifi-
cations. Materials meeting requirements for the Particular
use shall be placed and spread in horizontal layers, moistened
nr dried ro the snecified moisture contents and compacted
to Ehe specified density before placing the succeeding 1ayer.
1)To che greatest exEent PracEicable, fill oPeracions
shall be conducEed Eo minimize hauling and rehandling,
and to permiE placenenE of e:<cavaEed materials directly
into fi11s being constructed. Ithere direct placemenc is
not practicable, suitable rnaEerials shaLl be stockpiled
fot later placement.
The earlhrqorli operacions necessary for conscruction of
fil1s sha11 be srrspended at any tine specifred densicies
caonot be obteined due to rain, snorJ, f reezing r'reaEher or
other unfavorable conditions. Fi1l sha1l nor be placed
on frozcn rnareri:rl or surfaccs containing frost and
frozen materials shall noc be inccrporateri inEo Ehe !"orli.
It shall be che Contractor's responsibili:v co decermj-ne'
Eo Ehe saEisf 3ction of the {},-,rer, Eh.GE no f rost or f rozen
maEeri.als are presenE in thc fi11s beiore commencing fitt
placement.
The maceriaL in each layer shall have the moisEure concenE
rvichin the ranSe tlccessarv for obcaininq the req.uircd
deqree of comoacc ion lnd slurLl be IlreEccd. dricti or ocllerr.J-ise
manipuLated Eo secllrc Lhe reqLrircd noiscure conEenc
F;' -^,,.,1.^,, F .l'.' I rr'.:r
'l)
-19-
$e "'/
5)
The ConEractor sha11 be responsible for Ehe stabiliEy of
all fil1s construcEed by him, and shal1 reconsrrucE any
portion which has become displaced due Eo failure to
properly construct or protect the fi1ls' at no additional
expense to the Oruner.
Where fills are being constructed uPon natural slopes
steeper than 3 Eo 1, Ehe natural slopes shall be stepped
or benched as the layers of fill are being placed. Where
fill is being placed against previously constructed
fil1s steeper than 3 to l, the slopes of the existing
fi11s shall also be stepped or benched as the material
is placed. Benches, where required, shall be ten feet
wide r,rith steps not exceeding 3 feet high.
Hauling and spreading equipment sha11 be operated over
the full widch of the fill and sha11 not follow in the
tracks of the preceding equipment. Leveling equipment
sha1l be kept in conEinuous operation during placing of
the layers to spread, blend, level and comPact the
material as ic is bei.ng Placed.
The rate of placement of fill materials shall be coordina-
ted wirh the compacting operaEions and density EesEing
such that Ehe required in-place densities are obtained and
verified before further placernenE is made on those areas.
7\
b.Placement and Densities
Fil1 marerial , backfill naEerial and select structural material
shall be placed in lifts not exceeding 8 inches in loose
Ehicliness, at optifilun noistur3 conEenE (+) 2 perc:nt, and
compacEed to 95 percenE maxinum density.
Subgrade Preparation
E:<cept where such surfaces consist of undisEurbed roclc or
other undisturbeci harci-cenented maEerial lrhose riensities
vroulc.l noE be inc:cased by compection. as d.lternincLi by the
Otmer. all surfaces to receive iill and ernbarrlii:ren E s or ocher
areas Eo be occupied by chc ro:rdr,ray shtrll be sc:rified to a
deoth of 6 inches, broughE Eo r''iE.hin 2 percent (+) oi opEimum
moisture content. and cotlpactcd Eo noE less th:rn 95 percent
maxirlun densiEy- Construclion shall noE be comrnenccd on
these coirDacceo surfaces unCil uensity Eests have been complctetl
.n.l rnnr-nvn,l ,\f i-or ..\r:n.r.ri n,' ro f hc rnnrri rn/ dr'nsi f \'- f hcJLru dt.r,
finished srrbgrrdes for rcacls sha1l be uniformli' snrooEh and shail
noE varl,' more thalr 0. I ieet above or bclor'l lraCe :tnd no nore
chan tJ.05 teet .rbove che 6','pic:I cross-section ac an;' givetl
poinE Ehc recn.
4)
6)
a(
4\E ''i"J
G.
d. Compaction Equipment
For constructing fills and embankments composed of earth or
earEh and rock mj-xtures, the ConEractor may use any type of
compacting equiprnen! r,:hich satisfactorily produces the re-
quired densities. Such equipment will be subject to Ehe
Ormerts approval and sha11 be suicably modified or replaced
r,rich accepEable equipment at any Eime accepcable results are
not beins obtained.
FINISH CRADING
A1l areas of earthr.rork under Ehis congract, including adjacenE Eransigion
areas and areas scarred by the Contractorts hauling and parking, shall
be left uniformly smooth graded, The finished surface sha1l be reason-
ably smooth, compacted anC free frorn irregular surface changes. The
degree of finish sha1l be thac ordinarily obtainable from moEor grader
operations. The finished and graded surfaces shal1 be not more chan
0.1 feet above or below the required grade or cross-secEion' excepE
that this tolerance shall not permit lor'r areas rqith resulting ponding
of runoff.
PROTECTTON AND }I{INTENANCE OF CO}IPLETED I,^IORK
A11 embankments, fil1s' cuts' cut slopes' di+chgs,-'sl+€ir€s and other
work hereunder shall be protected from damage by actions of the elements
and shall be maintained by the contractor as necessary or as directed
by the Or^mer, throughout the effective period of rhis contract. Such
mainEenance sha11 include. buE sha11 not be limited Eo, Ehe following:
Altr-+ii.c ches-aftd-eulverts-sha1-1-- be -arainEained -i ree--i-r-on -accurnula-
t i on s - o€.-E rash;:;e e i s*Ah-d --d c bt i-sl-a n d-from*s i-l ei'ng .
Slides, consistjng of marerials originating outside Ehe staked
limits of cuE slopes, which move into rhe scaked lirnits of excava-
Eion due !o action of the elernents, shall be rernoved and disposed
of , and the cut slopes ref inisl]ed. Slides in embanl:ments sltaIl be
renlaceC. recornoacteci and Che embanknenE slopes retinisl'.ed fo line
and grade.
Anv erosj.on or- embankmellts and cut sloPes shall -he repaircd by
filling the erodcc arc-rs wich suitcble marerial, corp:rccing, 3nd
drcssing Ehe areas to Ehe appro'rcd slope.
Road shoulclers r,,hich beconte rutCctl sh:rlL be resEorcd to Eheir oriqinel
condition r.rith srritable maf eri:tis :lnd reccrnDact.ed, H;rnd nlecinq :rnci
finishinu sh;rLl be pe rf otred ils necessary.
Ani' settlernent ctf iinislt qraded are:rs siral1 bc repa:rcd a:nd grades
reescablished Eo requircd elevacions, slopcs and (iensicl-es.
.,.rrv,culvert nipe or f li rc d'-Ends-alar,aEe-if--on -Ch-d-CD-n-tYal ctro r t= -eq ui Pmen L-
;h+I.L-ire---rem()veci--rnci-replrccu-fiTn-Il.jr..r'mJceri-3{s-*t-no-..:XD"**a*-T n0Gler- ,/ .V I1l ,tA
-ir- (lIIfIl v4ll''I
TECHNlCAL SPECIFICATION
TS I-3
AggregaEe Base Course
A. }IATERIAL
Aggregate for constructing base course shal1 consisE of crushed stone'
crushed and screened gravel, sand or a combination of such maEerials'
Base course aggregate shall be free from vegetable matEer and all
other deleterious materials. The following tesEing procedures sha1l
be used when determining specified properties:
Mechanical Analysis AASHTO Designation T27
Base course mix gradation when Eested per MSIITO Designation T27
shall confonn to Class I gradation for It4" nomj-nal size aggregare
and Class 2 gradation for 314" nominal size aggregaEe.
Sieve Size Class I Class 2
Passing No. 200 Sieve 'l
Liquid Limir
Plasticity Index
Los Angeles Abrasion
" TL1
" T39" T91t' T96
10090-100 100
95-100
50-9030-50 30-70
2"
L\"
1tt
3/4"
No. 4
No. 8
No. 200 3-15
lfinimurn accepEable values of specified properties are Cefined as
f o 11o r.rs :
Los Angeles Abrasion 35 or less
Llquid Limit 30 or less
Plasticiuy Index 6 or less
B. CONSTRUCTION
1. Base course materi3l shal} be plar:ed only on finished sttbbase
meeE.ing all requiremenEs for secEion., densi-ty and smoothness,
and which are frce Erom loose or frozen naterial' Base course
aggregaEeshallnocbeplacedonEheprepareCsubbcser'rhenthe
moisEure contenE o!- Ehc Eop 6 inches oI the subgr:<le exceeds
optirnun. The b:rse course maEeriill shrll be placed in uniForm
rnii:E.ures and ShaIl be sprceri in layers or r'rirlci ror"s r'riChouE Scgre-
garion. Segregared m:rrcrisls shall oe mixed until uniform'k -47-
",,il
0 ^''/
The base course macerial shall be spread, waEered, processed,
shaped and compacted as required. Spreadlng may be accomplished
using motor graders or other approved spreading devices. Afuer
the top surface of the base course has been spread and shaped and
before compacEion is conpleted, all surface transverse and longi-
tudinaL irregularities shall be eliminated. The finished and
compacEed surface of the base course sha11 conform to the grade
and typical sections shorm on the draluings.
If Ehe required compacted depfh of the aggregaEe base course
exceeds 6 inches, it sha1l be consEructed in two or more layers
of approximately equal thickness. The maximum compacted thickness
of any one layer shall not exceed 6 inches. When vibratory or
other approved types of special conpacting equipment are used,
the compacted depth of a single layer may be increased to 3 inches
upon approval.
Unless otherwise indicated or directed, all base course shall be
compacted to not less than 95 percent maximu:n dry density as
measured by MSHTO TlB0 and sha11 be vrithin * 2 percent of
opEimum moisture conEenE.
c.CON STRUCT IO}I TOLERA,i'ICE S
The top surface of the finished base course sha11 not show any
deviations in excess of one-quarter inch rvhen tested r'rith a
l0-foot straightedge. The variation above or belcl,r Ehe Eesting
edge of the straightedge shall be measured be Er.;een any Ewo contact
points.
i..he re the ihick-ness of the coinpleted base course is rti thin one-hali
incll o f che Ehickness siror.n on Ehe dra'.an13s , Elle base course r.rill
be considered to be r,richin accepiable chickness tolercnces provided
that no rnore than 50 percent of the Ehickrlesses tesEed are belor'r
the uhickness shot'n on the drar'-ings. Lhere the thicl:ness of rhe
base course is less tiran the tirickness shown blr more than one-half
inch, rhe base course siral1 be correcteci in such ;rreas bv scarifv-
ing, placing aCC.i rional naterial. blcnciing ' smooEliini] ind compacting
as necessary, I^Ihere Ehe base course is nore Ehan one-'rla1 f inch
Ehicker than !lre rhickness shol'n, Ehe base course vill be considercd
acceptable provided the surface conforns to Ehe established
gr::rie and Ehic!<ness seclion. Base cotrrse construcEcd Eo excess
thichness or beyond thc linits shor,rn rrilL noE be the basis for
addicional costs.
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C. GASION BASKET CONSTRUCTIO}I
Lengch, widEh, depth of gabion ce11 and diaphragm dimensions shall be
as shor.m on Ehe drar.rings , The rec tangular , cot'.tpartmented containers
shal1 be constructed from hexagcnal rnesh wire. The longer dinension
of the nesh openings shall nor e:<ceeci 4 inches. llesh vire gage shall
be noc less than .10 inches and sirall neet Eile requirenents of Federal
Specificacion OQ-ti-461g. The rrire nesh f or::.ing Ehe container and all
other maEerials used in the construc:ion oi the basl<et shall be gal-
vanized and shall contain noE less chan 0.8 oz. /square foot of rhis
zinc coaEing, I.Ihere Ehe height of che gabion baslteE exceeds one-third
Ehe dept.h, wires connecting opposiEe sides of Ehe baskec shzr1l be
instalLed. Connecting r"'i-res sh:l-1 be locaced in the baskec as re-
quireC by che Or.mer. Connecting r;ire gage sirall be noc less Lhan
.lO inches in diameEer. Each basket shall be anchorcd Eo the subgrade
by noc lcss Ehan 2 slakes which shal1 be ciriven in ad.ilccnt or opposite
corners of ",he basket ancl sha11 have a lenqEh not iess Lhan 4 Eeet'
Tho ion of the sf;rl-:es shalL not uxEend farther belolr che top of Ehe
basker Chan 2 inches and shall be of a naterial aopro.,'ed by Ci]e Ouner.
Di.roirraqms shall bc rcqui.reci r*,he re Ehe lcngtir of the lleskeE el:ceeds
ti.ricc Ette t.Jidtt. Di:rpnr;r3rns sir:rIl l>e ccnstrucEe(i of lhc sarqe nesh
naEeriilL as :l)e baskec and sirall be sp:rccd :juch tilat tllc bcsl(c! length
is 'l ivi'lcci inco ;rppro\':-r:::rcel" 'lqu:lL f\'1ris \"it:l :lo P:l:t cxcceriinq Elte
r.rid c h of chc biisket.
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A. GE}IEfu\L
Gablon baskets shal1 be installed as ca11ed for on th€ contract drarvings.
€lopes'-of4-:.1-or-f'1aE eer--ehal-l-be-sonsLE$cte.d-,unde"rne+t-h-ea1-gebiorr'
baske t-ins tall.a I'ions.
GABION FILL }TATERIAL
Gabion fill material shall consist of hard, durable rock or stone.
The rock maEerials shall conforn to the following gradation:
Maxinum Stone
I,Ie ight (pound s)
50
Gabion fill material may
vi-ding that the height of
baskec being fi11ed does
TECIINICA], SPECIFICATIOI
TS 2-3
Gabion Baskets
Minimum and l4aximun
Range in lleight of
qr^noc t'nn"n.lcl
5to50 l0 to 50
be hand-placed or placed by machine pro-
rrron from hnnner or bucket to bgEEom of
not exceed 3 feet,
trle ight Range
^F 75 narr-anrvA,/i,erve..!
of Stones (pounds )
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COLORAOO OEPARTMEIT
1210 EAST
OF HEALTH
IITH AVENUE , OENVER,COLORADO
Frank Traylor, M.D
80220 . PHONE 320-8333., Executive Director
DATE:
SUBJECT:
TO:
PROJECT TITLE 2 rhe Va71es,
STATE IDENTIFIER: N/A
December 27, 797 9
NON.STATE ASSTSTANCE
REVIEW AND COMMENTS
TertiTT Knight
EagTe Countg P TanninglBox 779Eagie. CO otoJt
F;ECTiVED
tilt ,i r i979
Licpt ol | ,rri: il & Dcvel
tagle, Co!nty, Cclo.
Phase V. PteLiminarg Plan
FiTe #Su-774-80-P-2
CoMMENTS 2 (Due Januatg 16, LgSO) Air poTTution control_: The effectof a singTe deveTopment of this size mag be verg EnaTL on the total airqualitg Tevel in the area. The cumuTative effect of numerous deveTopmentsof thjs size is of concern. Activities during the normaT consttuctionphase such as earth-moving ate relativeTg short in duration and can beeffectiveTg controTTed bg various measures. The same is not true for theongoing air quaTitg impacts such as reenttainment of dust and dirt fromboth paved and unpaved roads, direct automobile emjssjons , and emissionsftom fitepTaces. These emissjons added to simitar emissions for otherdeveTopments, coupled with the unique meteroTogg of mountain communities,mag have a considerable air quaTitg impact. This has been seen in a numbetof areas, incLuding Aspen and vai7. The air qualitg impacts of a singTesubdivision cannot be deait ulith effectiveiq from the State Leve7. rt isTocaL governments who must weign ttte cuiuTiive environmentaL inpact ofgrowth and deveTopment in Tight of Tocal needs and desires and ovetal,l,environmentai standards. In a number of our comments (Colotow at SguawCreek, June 22' 7979) ' we have pointed out the basic sources of poTTutionfrom subdivision deveTopment and some conttol measutes which can be used.our comments woul-d be the same for ang major (over 25 acres) deveTopment.Furthetmote t out concerns for cumuLat,ive impacts, especiaTTg with tespect,to auto-telated emissions, continue to grow.
Name,TitleMickiBarnes,
SOC-3, Jan 79
Eagle County Department
and Development
Box 179
Eagle, Colorado 81631
()neParkCentral - l515 Aropohoe street
P. O. Box 84O Denver Colorodo 8O2Ol (303) 534-1261
December 19, L979
. .-.n:r-,\ r:'r\'.- - '...1t_, .r-..1 ,.-.t
rl. ' :1 I la:'q
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c';!ia, CcrntY, cclo'
of Planning
Re: Preliminary Development Plans
su-114-80-P-2 The valleySU-I27-80-P hperial Development
Gentlemen:
We have examined the above captioned plot plans and find that at
this time Western has no facilities on the land to be plotted.
Please note that we are a transmission utility and our approval
does not reflect our ability to serve sr:bject subdivisions.
very truly yours,
Associate Right-of-Way Agent
LLR:plf
BICHARO O. LAMM
Governor ffi\#
DIVISION OF WATER RESOURCES
Oepartment ol Natural Flesources
1313 Sherman Street ' Room 818
Denver. Colorado 80203
Adrfl ,nrst€rion {303} 839.358 1
Ground wate. (3O3) 839-3587
December 18, 1979
W. R. SMITHActing Stata Engincar
Drili. rit Piir,ni;rg & 0evel.
Ealle, Couniy, cclo.
'tJ' rJ
Mr. Terrill Knight, Director
Eagle County Department of Planning
and Development
P. O. Box 179
Eagle, CO 8163I
Re: The Valley at Vail , Phase 5
Dear Mr. Knight:
This is to acknowledge receipt of preliminary plan material for the
above referenced subdivision. The Lion's Ridge Water District has been
designated as the source of water and a letter of commitment for service
has been submitted. Information available in our files indicates that the
Dlstrict has sufflcient water available to serve this development and we
recommend approval of the Valley at Vail , Phase 5.
Very
Jeris A.
uty State
Danielson
Engineer
IAD/GDV:mvf
cc: Lee Enewold, Div. Eng.
Land Use Comm.
''1 523.t, NINETETNTH SrREo DTNVER COLORADO 802orfr03 82s 474s.,
IcHTLDRESS LtvAUDAts ARCHTTECTS
I November 1979
Mr. -l-orn Lioni
Assistant Director^ of P larining
Eagle County Planning Dept .P.O. uox 'l79
Eagle, Colorado 81631
Dear lvlr'. i3oni,
We ane subnritting hr:re,,vith prelinrinar.y plan nequincments fon Tlre Valiey atVail, Phase 5.
This information is supplemental t<; the Lions {iidgc filirrg ll data submittedto Eagle County on 1 ti lvlay 1972.
Consistent with onigi rral intentions of I'he Valley, the gneat major.ity of theland nemains ur'ttouched (85 o overall).
This phase consists of four duplex lots rvhich vvill b.: sold for
other-s to develop. P.D. guide is enclc.ised.
Possibilities for par.king and building arc- shown, but rvill be
constnucted by each individual developer.
We have attempted to comply with subdivision regulations to f agle County(as amended 1 August I976) anticle 4.02 as closely as possibte.
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ro: Johnson and Kunkel , Surveying
Mel Atwell. County Enqineer
Subiect:
Final Plat Check - 5u-6-79-F The Valle.y
XiP)0X Geo. Rosenberg, County AttorneyFrom: Dept. of Planninq and Development
File No.:Oate:t 1 May 1979
The enclosed Final Plat is for your review and
comment. Please advise of us any comments or
recommendations that you might have prior to the
16 May 1979 Planning Commission Meeting at which
time the item will be reviewed.
Thank you
7.f''
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