HomeMy WebLinkAboutLIONS RIDGE FILING 2 LEGALJ
lultn
75 south tronlage road
eEil, colorado 91652
{303) 476-7000
January 17, 1984
oftlcc of commurdy dovelopment
I hereby certify that i am the custodian for the Town of vail ofdocuments pertaining to Lion,s Ridge Subdivisjon #2.
I hereby certify further that the file contains a bulky document entiiledon tne cover "Lion's Ridge Filing II" and that such do-cr.rrnent containsl_j:!*f to^the.Eagle County plaining Comnission AateC-l'|ay i6, 1972, the'rnEentton 0f which was to submit the report as support.ing-informatidnfor plat approvalr d cop-v 0f which is altached trei"bto as"E*tiibit,'A,'.
i 1erypr further certify.tha! ggch document contains an unnumbered pagedated May 30, 1972, capiioned "Lion's Ridge Fiting #z-_ 5ew".age sy!i6m",,a copy of which is attached hereto as Exhibit "B.r
I hereby-certify further that Exhibit "A" and ,,B,,are true and correctcopies of the origina'ls in rqy custody.
ilCliGO
Tayvel Environrnental Land Company
Box 703 Vail, Colofado 81057
Tefephone: 3031476 2412
Eagle County P'lanning Connission
Eag'le County Court House
Eagle, Colorado 81631
tiay 16, 1972
Gent'l emen:
The enclosed information outlines our p'lans for Lion's Ridge
Subdjvision Fil'ing II. The pre'liminary subdivision plat and
the supporting iniormation required by 1aw to be submitted is
i nc'luded
Thank you for your consideratjon and cooperation.
Si ncere'ly yours ,
PHT: eas
Encl osures
ENVIRONMENTAL LAND COMPANY
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. 75 soulh tronlage road
. rall, colorado 81657
(3031 476-7000
August 23, '1983
olflce of communltY deYaloPment
To Whom It ltlay Concern:
The Town of Vai'l acknowledges, fn reference to the second amendment to
the protective covenants of Lionsridge Subd'ivision Filing #2, that the
Town of Vail is the governing body of authority over Lionsridge Subdivis'ionFiling No. 2. Alson at this time, the lots designated as lots 1,2,3
and 4 in Fifing 2 are zoned Residential Primary/Secondary a.llowing two
dwelling units on each lot.
The Town of Vail, a 39% property owner within said subdivision, has s'ignedoff on the Znd amendment to the protective covenants of Lionsridge Subdivision,Filing No. 2.
Si ncere ly,
. PETER PATTEN,JR.
Senior Planner
Town of Vail
APP: bpr
rftl
I
1
i
EAGLE COUNTY
ConnnuRi ty Devel opmentf .0. Box 179
EAGLE, COLORADO 81631
TELEPHONE 303/328-73t I
BOARD OF COUNTY
coMMtsstoNERs
Ext z/tl
ADMINISTRATION
Ext 241
ANIMAL SHELTER
s4s-4292
ASSE550R
Ext 202
BUILOING IN
INSFECTI O N
Ext 226 or 229
CLER K &
RECO R OE R
Ext 217
COU}ITY
ATTORNEY
Ext 242
ENG I N EER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENSION
AGENT
Ext 247
LIBRAFY
Ext 255
PUBLIC HEALTH
Eagle Ext ?52
Vail 476.5844
PLANNING
ExI 225 or 229
PU RC HASING/
PERSONNEL
Ext 245
ROAO & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Basall 927-3244
Gilman 827-5751
SOCIAL SERVICES
328-5328
7 February 1980
Jeff Selby
P.0. Box 1528
Vail, Co'lorado 81657
Re: Lot Line Vacation
At their meeting of February 6, 1980, the Eagle County
Planning Commission recomrnended approval of your reguest
fon lot line vacation in Parcel A, Lion's Ridge Subdivision
#2"
Th'is recomnendation will be forwarded to the Board of County
Connnissianers on February 11, 1980, at 9:00 AItl in the County
Cormissioner's Meeting Roomn 550 Broadway, Eag1e, Colorado.
If you have any questjons, please contact this office.
,//
Susan Vauqhn '
Pl anner
sV/adj
T REASU R ER
Ext 20 |
L
EAGLE COUNTY
Conrmun:i ty Development
P-0. Box .|79
EAGLE, COLORADO 81631
TELEPHONE 303/328-73r r
BOARO Or COUnTV
coMMtSSloNERS
Ext 241
ADMINISTRATION
Ext 241
ANIMAL SHELTER
949.4292
ASSESSOR
Ext 202
BUILOING IN
I NSPECT ION
Ext 226 or 229
CLERK &
RECORDER
Ext 21 7
COUNTY
ATTORNEY
Ext 242
ENG I NEE R
Ext 236
ENVIRONMENTA
HEALTH
February 15, 1980
Jeffrey B. Selby
P.0. Box .|528
Vail, Co]orado 81657
Re: F'i I e t'lo. Zc-l1B-80 and
File No. Su-]22-80-5
At their Public Hearing of February'1.|,1980. the Board of
County Commissioners approved your zone change for 23'06
acres from Resource to Residential Suburban Low density-
In addition, they reviewed your sketch plan and had the
following comments:1. Roads shall follow minimum2. Applicant should work with
upper lots.3. App'l icant needs to address
to roads.
county standards.
the staff on the
off-site impactsExt 238
EXTENSION
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eaale Ext 252
vait 476-5844
PLANNING
Ext 226 or 229
PU RC H A5I NG/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
Finally, they approved and signed a resolution vacating
lot line between your development and the development
known as the Ridge (Fi1e No. Su-l'14-80-P'l).
Respectful ly yours,
'rroo.n} t{'D/iltJ
san Vaughn U
Pl anner
sv/j h
cc: Board of County Commissioners
SHER IFF
Eagle Ext 2l I
Ba3alt 927-3244
Gilman 827-5751
T REAsU R ER
Ext 20 |
RESOLUTION
ut
THE BOARD OF COUNTY COM{ISSIONERS
COUNTY OF EAGLE, STATE OF COTORADO
VACATIoN OF A PORTIoN OF THE NoRTHERLY IINE 0F pARCEt A, LIoN'S RIDGE SUBDI-
VISION, FILING NO. 2.
WIIEREAS, the Board of County Comnissioners of the County of Eagle,
State of Colorado, hereinafter referred to as the rrBoardrr, has been requested
to vacate a certain portion of the northerly line of Parcel A, Lionfs Ridge
Subdivision, Filing No. 2;
I|IIEREAS, the Board has determined that the purposed. of said portion
of the northerly line as originally intended is no longer necessa?y;
NoW THEREFORE, BE IT RESOLVED by the Board of County Conni-ssioners,
of the Comty of Eagle, State of Colorado:
THAT, the portion of the northerl.y line of Parcel A, Lionts Ridge
Subdivision, Filing No. 2, rnore particulary described as follows to wit: a
part of the northerLy line of Parcel A, Lionts Ridge Subdivision, Filing No. 2,
a subdivision recorded in the office of the Clerk and Recorder Eag1e County,
Colorado, said line also being the north line of Section 12, Township 5 South,
Range 81 West of the 6th Principal Meridian; the part of said line to be vaca-
ted being nore particularly described as follows: Begin4i.ng at an existing
brass cap nomrment at the \orth 1,/4 Corner of said Section 12, thence along
the northerly line of Said Section 12, N 88 degrees 17 lninutes 49 seeonds E
288.65 feet to the point of terminus:
is hereby vacated, declared and decreed hereby to be of no force and effect at
1aw,
I\,TOVED,
Board of County
day of
ATTEST:
READAND:UNANIMOUSTY ADOPTED at
Cormnissionets, County of Eagl e,
.tlgg.
a meeting of the
State of Colorado, dated this
COUNTY 0F EAGLE, STATET 0F COLORADO
By and through its
BOARD OF COT]NTY COMMISSIOMRS
Clerk of the Boar
I
t
Comni s s ioners
d of County
{
\
.i t
'\
]N TIIN DISTRICT COURT
IN AND FOR THE COUNTY OF EAGLE
STATE OT' COI,ORADO
Civil Action No. 3459
rrrod in tho Dfutrlsf Corrf
riftb Jsdici:l I istricl, in ond for
Fogle Ccmrn il ,rrdoTh;J_t:.q d ac!.. 19 do.
STEWART H. BROWN,
Plaintiff '
FINDINGS OF FACT,
CONCTUSIONS OF LAW
AND JUDGMENT
vs.
LES DOUGLAS and THE BOARD
OF COUNTY CO}4MISSIONERS OF
THE COUNTY OF EIGLET
Defendants.
Tllrs MATTEIT was tricd to the court without jury' and
a1t parties wer€ represented by counsel '
FINDINGS OF FACT
(I)PlaintiffSte.wartH.BrownistheownerofLot
G-4, Lionrs Ridgc Subdivision, filing no. 2, located in Eagle
County adjacent to the town of Vail, Colorado' Lion's R5dge
subdivision No. 2 received @ from the Board
of County Contmissioners on c^"r'^'-!'* G, 'l o'i ' Srrch approval
having been granted under the Eagl.e county subdjvision Rec.ju-
lations which were then in effect, having been qdoS'ted in the
year 1971.
(2t The plat of Lion's Ridge Subdivision Nc" 2
incorporated by reference protective covenants of that sub-'
division, and ffirg{*ad was classified a
"CegflE:Igiaf,.ls,+'s, and under the covenants was restricted to
commercial use "i al.
p"- Pfo-
By
I souty
rcc
(3) nfter Plaintiff purchased Lot G-4, Senate BiIl 35
was enacted into 1aw, and, in accordance h,ith the interpretations
civen to the act, it became necessary for conc-lominium developer to
"rUrit his condominium plan for subdivision aFproval even if his
building site was located in a previously approveC sutrdivision
allowing condominium or multiple-family development.
(4) The s shown on
qiEie{r .
t5) Plaintj ff purchased Lot G-4 in December of 1972
at a purchase price of $75,000. The purchase price f,aid was con-
sistent with the commercial designation of Lot G-4, and was in
excess of the price then bc:ing paid for residential sites in the
same vicinity by some $45,000 to $60.000. Plaintiff paid such
purchase price \^rith the knowledge of the commercial designation
of the Lot and Lhe allowable density under the covenants of 40
trnits.
' (6) Ttt irir';rl cntlrt't of I r)7-1 , ti,r<1lr' {'r'tttll }' .lrl()lrl otl l:ht:
gle counLy Buildirlg tle'sollttiott wlricli i tt< o!-lror"rl ltl by t (:f {:r(-'n(:(''
Uniform Building Code.
(7) In early L974, Plaintiff, as the'.owner of Lot G-4,
Dean L. Knox, the owner of LorA-9 of tion's Ridge Subilivision
1, (the two lots being contiguous) subrnitted to the county a
for pr evcl-
ch plan of joint development was to be known as "Homestake IV".
plan received Jrreliminary plat approval on February 26, L974'
Dercember 16, 1975' l,ot A-9, Lion's Ridge Subdivision No' I
included in a parcel of land which was anncxed to the town of
the:
se-
P
o
\,,,h
On
vra
-2-
Vail, and, thereafter, beeame subject to the zoning ordinance of
the town of VaiL and not the county regulations. Lot G-4, Lionrs
Ridge Sr:bdivision, the Plaintiffrs Lot, was not included in the
annexation and remained subject to county jurisdiction.
(B). On or about Septemberr L6, 1974, the Eagle County
Commissj-oners adopted the Eagle County Zoning Resolution in effect
at the time of the trial of this case, as amended, which contained
Section 4.02.06 whir:h provides in pertinent part as follows:
"Any preliminay plan, final plat or PUD approved under
the provisions of subdivision regulations shall be
governed by the provisions of said regulations and the
terms and conditions, if any, previously imposed by
the Board of County Commissioners including the use
and area of each lot- ...Said terms and conditions
of such prior approval shall include apPrcvaf of sPe-
cific density ratios of dwelling units per lot and
specific uses authorized for specified 1ots."
The resol.ution then goes on to make: some provisos which are not
appropriate in this case.
(9) On llrral#.14?lt, Plaintiff met hrith MichaeL Blair
who was then the Director of Flanning for Ea:gle County, and wj.th
one'stephen fsoq, Blair's planning assistant, and, in general
terms, discussed with thcm a revised plan for condominium devef-
opment of Lot G-4 at a proposed density of 2O tc' 30 units. The
plan for joint development of Lots G-4 and A-9 faving been pre-
viously terminated by the annexaLton of Lot A-9 to the town of
Vai1. Plaintiff was at that time advised that to obtain a build-
ing permit for such development, the Plaintiff shculd submit infor-
mation required under the Building Resclution to tbe (:ounty build-
ing official. Plaintiff was advi-sed fr:tther that, although devel-
oPment of Lot G-4 would generally be e>:,--rnpt from the provisions of
the Zoning Resolution, by virtue of the' exemption accorded pre-
existing plats under the previously guc'ed e:.emption clause,
.i
-3-
development of Lot G-4 rn'ould b" .-=ggit"9
ryrequirementsoftheZoningReso1ut.ionsuchgeneral
exemPtion rro.*rrn
(10) In the spring and summer of 19?6, Plaintiff con-
sulted an architect, Robert Troutt, and upon Plaintiff's order,
Rc,bert Troutt produced a slte plan for condominium developrnenl' of
Lot G-4 at a density of 3O condominium units-
(11)fnDecemberof'T6orJanuaryof'TTrPlaintiff
met with Douglas, who was at the time of such meeting and who
t,as been for a number of ye,ars prior thereto the Eagle county
Building official charged with not only administrat-ion of the:
EaglecountyBuildingResolutionbutalsounderSectiong.o3.02
of the ragle county Zoning Resolution charged with administration
of thc Eigle County Zoning Resolution' A#in-
ti de-
vel
e
v'ffiPlaintiff'ssitep1andisclesedonitsfacea
proposed density of 30 condominium units, and thus a density
greatly in excess of that allowable under the zoning Resolution.
As a result of such review and m3et'ing, Douglas advised Plaintiff
cf the availability to Plaintiff of an cxcavatjon and grading
permit, as distinquished from conventional building permit' and
advised plaintiff of the steps he must follow and the documents
he must submit to reeeive issuance of the permit' At no time
during the meetinq betueen Plaintiff and Douglas did Douglas
refer plaintiff to the inhibitions of the EagIe CcruntY zoning
Resolution except inhibitions which arose out of sJ.ope re strict'ions
comply vrith th.e Park-
-4-
of the Eagle County Zoninct Resolution which restrictions Douglas
t-o1d Plaintiff he, Douglas, would apply to Plaintiffrs project at
least to the extent of requiring relocation of the proposeil build-
incr to a pl,ace onj$Liigwlgg-it would nc,t encrciach upon any
excess of 30?. . with the exception of the slope restric-
tions ancl the parking and set back requirements, it was apparent
from the meeting with oouglas that he considered Plaintiffts pro-
posed plan to be exempt. from the density requirements of the Eagle
County Zoning Resolution.
(12) Irr August of L977,
with the airn of developing Lot G-4
cussions with the contractor \rere
contractor was advisecl by DougJas
Plaintiff contacted a contlactor
at a density of 30 units. Dis-
nearing final agreenent when the
that- Plaintiff's proposed plan
<--+-_--
it dld not- compLy with the Eagle County zor,ing Resolution.
(13) On or about September 26, 1977, Plair,tiff was in-
formed by the contractor of the advise received frcm Dougl.as and
on the same day, Plaintiff askcd for and was givcn a Place on thc
agenda of the mectjng of thc tlaryIc CounLy Conwissjoncrs qhich was
then in progt"rt. Plaintiff appeared before the Corunissj.oners
and asked them for a declaraLion regarding the e4emption clause.
as it affected pre-existing plats. 'After scme discussion and con-
sultation with the County Attorney and members of the County Plan-
ning and Building Depa j:tmcnt, the Defendant Board of County Com-
missioners stated that a declaration was not possibl.e withc'ut
study by the: County Attorney, that such a study would be under-
taken. and that a decla*ation in writing r+ould be forthcoming.and
delivered to the Plainr iff by mail within one or trnte wecks-
(f4) 'After c :piration of t\"ro weeks from the date of
-5-
Plaintiff's meeting with the County Cornmissioners and no re-
sponse having been reccived from sajd Cortnty Commissioners,
Plaintiff ernployed the services of another architect to pre-
pare the documentation reguired for submission of an appli-
cation for the excavation building permir I;aintiff pre-
I-
pared the application and submitted it to planning and Build-
ing Department on Novenrber II , 1977. OW,
the Department rffiication by letter, the
terms of which indicated noncompliance wi-th certain Building
Resolution requirements as.well as noncompliance with the
'Zoning Resolution, but did not specifiqally and directly deny
-lPlaintiffrs application for building permit, /-'-t(15) Plaintiff introduced extensive evidence to shou
that for a pcriod of at least two years from and after the adop-
tion of the County Zoning Resolution in 1974, that the Eagle
County government and its various. departments had treated pre-
existing plats as subject to the Eagle County' Subdivision Reg-
ulations and not the Zoning Resolution as extr,ressly provided
rtnder l-ht: cxcmpti on clause of thc Zon i,nq Rcsolutjon. 'I'hcrc wa.s
no cvidcnce to ah.r, thot thc liatylc County r;ovr:rnnrcnt-, j l:s; l:r,ar'<ls
or departments, had ever applied the abandonment glausc of the
f,ag1e County Zoning Resolution to €erminate rigbts existing under
any preexisti.ng plats until they unde'rtook to do so irr the case
of the. PLaintiff's appJ-ication.
(15) The Defendant County contended that the plat had
been abandoned pursuant bo Section 8.05 of thc zoning FtcsoLut:ion
which provided among other thinqs that whcnever a nonconforming
use had been abandoned for a period of one year, future use of th.'
Lanc,'shall be in conformity with all applicable 1>rcvisions of th
-6-
.
;
Zoning Reso]ution, fhe question then arose as to whether or not
a particular pJat could be deemed abandoned as under the noncon-
foirning use abandonment provision. Thjs Court fir,ds that Section
8.06 is meant to apply to ,nonco:rIg11plqg_f:gg_ery|__!-qt to plats,
-
which have been previously approved which exceed-ed, accordinq t-o
-
their approval, subsequent density regulations Pursuant to zoning.
.._+-.---_.---.--'
The Court finds that had the legislative body, the County Cornriis*
sioners in this caser intended to put a tirne limit on the: use-ej!
prior approved plats t-hat they coutd have done soi and having
failed to ilo so, must have intended not to do so. Additionallyt
testimony from various witnesses, including Mr. Hubert Weinshienk,
indicated that the l-egislative historV of the act was to Lhe con*
trary, that previously approved plats would he exem5rted from use
and densitv restrictions at the time of the adoption of the zon:
ing regulation. The evidence of legi.slative history ktas uDCorl=
troverted.
(r7) The Court not-es that any rights thait Plaintiff may
have'acquired Pursuant to the prelirninary plat apprcval of the
"lJomcstake fV1 proiect probably have been lost p\irsuant to Prc-
visions of SecLion 3.10 of tt,e Subdivision Regulaticns wherein
it is provided that conditional approval of a prpLiminary sub*
division pLan shal-l be valid for a'perioci not to exceed three
years, unless. an extension of time is granted- The evidence
failed to disclose any extension of time, and the facts dt€ St-rch
that, it's obvious that no further action could be taken on the
:oint development plan uhile part of the proPerty was in the
:ounty and part of it was in the city. Therefore, the Court finds
:he Palintiff acguired no special status or privilege or erien
rovernmental authorization pursuant to its abortive attempt to do
-7-
a joint Project with
division No' I'
the owner of Lot A-9 of Lion's Ridge Sub-
(18)TheCourtfurtherfindsthat-theFlaintiffex-
pended considerable time and money developing his plans for hj's
curfent application after his conversations with Mr- Michael
Bl.air and Mr. Stephen Isom' who were agents of the cotintY at
thattimeiandthatpriortothatdate,theevidencewould
indicate the zoning regulations had not been imgosed as a limi=
tation on previously approved subdivision plats wherein the den-
sity exceeded that which would have ot-herwise been approved pur-
suant to the zoning regulations. The Court finds that at all
times during Plaintiff's ownership of the Lot, from the time he
acquired it in Lg72, until he commenced this action' Plaintiff
actjvely sought conmercial devclopmcnt of Lot G-4 in accordance
with the covenanted use and platted density allowancg. Plainl'iff's
failure to achieve his objective could not be att.ributed to in-
activity on bis part because during the period of his ownership'
rnany factors adversely affected conc'ominium developr',en{' in tte
vaiL ar:ea, including unfavorable market condi,,Lions, unavaiLabitity
of financing and governmental activity tending to aggravat'e the
marketuncertainty'Theevid'enceshowecthatthgPlaintiffex.
pended or obligated himself to expbnd prior to the commcncement
of this action the sum acquisi.tion of this Pro-
perty and varlous professional fees to plan its deve'lopntent' The
Court considers this to be a substantial and signific'-'rrl sum of
money.
(19) The
that aPProximatelY
and approximatelY
Court finds, and the
one half of Lot G-4
one half is less than
*B-
architect so t€
is more than 30:
30t in sLoeey''
stified,
in sloPe,
lhe Court
notes thei current county regul.ations provide that no structure
can be built in an area Lhat exceeds 308 in slope. The architect
so testified, and this Court finds, that such an arbitrary Limita-
tiOn is unreasonable and unnecessary anil not reguireil to preserve
the public health, safety and welfare. The architects testified
and the Court finds, that under ProPer soil and geologicell- condi-
tions that the development of proPerty in excess of 30t. slope can
offer interesting and exciting opportunities for the use of archi-
tecLural and engineering imaginationi and while extra planning and
expense may well be involved in developing such a propert'y, that' it
could be very desirable from an aesthetic and land use standpoint'
The court notes that this property is locat-ed in the colorado
mountains, noL on the Kansas prairie, and the court considers an
arbitrary. slope limitation without any other reguirements involved
t-o be arbitrary and capricious and unnecessarV' fftl
(20) Ihe court further finds that sutrdtantial sums of
r&cney were expended by the planners and devel-opers of the' r'ion's
Ridge Subdivision No, 2. The evidence indicated an excess of
$500r000 was expendetl on instal. lation of roads. strccts and util-
ities, and tnat praintiff paid a portion of those costs through
the purchase of his property and the neccssary tgx for the util-
itv districLs involvcd.
. CONfl,USIONS OF LAW
(1) The legal effect of Section 1'02'06 c'f lhe Eagle
county zoning Resolution is plair,ly stated on jts face. The prc-
existing plats, final or preliminary' are governe'd by the pro-
visions of the subdivision regulation unde-'r uhic:h they received
a1:;rrOval nnd t)Ot by lrrovis j otr:; of tlrt: Zotri nrt Rcs<>l ttl: j olr at leasl'
insofar as they relate to density. The legal effect of Section
-9-
t
8.06 of the Eagle County Zoning Resolution is also plainly stated
on its facer and such clause is limited in operation t:o abandon-
ment of nonconforming uses as those are defineci in the: Resolution
Section 2.Q2.62. Plats are not nonconforminq uses under the terms
and provisions of the Zoning Resolution. They are not subject t.o
abandonment vrithin the meaning of the, abai:donment clause 8,0e.
Section 3.10 of Lhe Eagle County Subdivision Regulations provides
for the expirational- plats which are conditionally approved. The
preliminary plat for I'Homestake IV" was conditional ly approved in
that it was subject to a filing of a final condominium pJat when
the property hras completed. The condominiums never were built,
and, accordingly, no plat rrras c:ver filed, and the: Plaintiff lost
whatever rights he may hzivc accluired pursuanl. to that apprroval by
the lapse-of time.
(2) The Defcndant Board of County Conrn,issir.ncrs b1'
approving the density designated on Lion's Ridge Subdivision No. 2
authorized the construction of 40 condominj.um oL apartment unlte
on Lot G-4. Thercaftcr, the adoption of the Zoning Resolut.ion
exempted such density r:crlulations from thr: Zonincy R(lsolution pur-
suant to paragraph 4.02.05 as quoted above. Thereafter, Plaint.iff,
in reliance upon the apprc,val of the plat, and even sr':bsequerrtly,
in rel-iance upon conversations witl corinty plannj.ng dj.rector and
his assistant.. expended considcrable sums c.f monc1. to dcvclop a
I,1an for the utilization of his Lot in conformity with the densj.ty
approved on thc original subdivision pl.at. The County cdf;Dot7
thereafter, ch..nge its mind without adopting speci.fic regulations
or having a cutcff period on exemptions, and no such critoff period
had been passecl by the Board of County Commissioners. The appLi-
cation of slop, restrictions without more specific cngincering,
r0-
r
,tt
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geoLoqical and hydrological study being present, is
an unnecessaiy exercise of the pol-ice power without
public health, safety or welfare, and, therefore, is
County
c.R. s.
rnihes
case,
arbitrary an('r
ben(:fit to the
declared unen-
forceable if those other conditions are met.
(3}TheDefendantsarees,toppedt.oas.SertEe.gleCounty
Zoning Resolution against the development of lot G-4, but that
does not mean that the Plaintiff can ignore ther Buj.ld-ing Resolu-
tions which were subseguently adopted and do relate to public
health, safety and welfare, subject to the above paragraph'
(4) Additiona.Ily, the Defendants are estopped tc, ra.ise
the doctrine of exhaustion of administrative remedies j'n t'his cas;et
because when the Plaintiff sotight definition of the:ir rules and
regulations, they failed to act and subsequently issued to him a
l-etter wLlch was neither an approval or denial of his application.
(5) PLaintiff presented his claim to the Boarc of
Cc:nur,issioners and in doing so staisfied the requS.rement's of
19?3 Section 30-25-10. but this court specificalLy deter-
that that statute htas not intended to cover this t'ype of
rL is therefore ordered that upon the Pl.aintiffts com-
pliance with Chapter 70 of the Urriform Building .Code governing
permits for grading and excavati6n, tlgljb
isSue t_o the.Plaintiff - builaing FeFmig rlrrrqrrant to the Flans
presented by him under f,ie-ggllsation which vias Ilxhjbit 29 in
this case, the application which was made and submitted to the
DONE and signed in chamber this 17tt, day
BY TIIIi COURT:
WiIl.
1l
of
Bui 1din9 DeParttnegg Nove@el- fL- 19fa
1980 .
October t
l-Lions Ridgel Vail
Water System lmprouements
Phase I
CONSTRUCTION SPEC I FICATIONS
PREPARED BY'
ELDORADO ENGINEERING COMPANY
AUGUST 1980
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PREFIX
G. C.
IDENTIFIIR
0.00
0.0.l
I .00
1.01
1.42
I .03
I .04
I ;05
1 .05
'1 .07
I .08
1 .09
I .10't.'n
I .12
I .13
2.00
2.41
2.02
2.03
2.04
2.05
2.06
2.07
2.08
3.00
3.01
3.02
3.03
4.00
4.01
4.02
4.03
4.04
4.05
4.06
4.07
4.08
4.09
4.10
4.11
4.12
4.'13
4.14
4.'15
I NDEX
GENTRAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
General Provisions
Abbrevi a ti ons
Definitions
The Contract Documents
The Contractt
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Owner, Contractor,
Subcontractor
|,Jritten Notice
l,lork
and Engineer
The Project
I'lorking Day and Calendar Day
Work 0rder
Change 0rder
Surety
Substantia'l 1y Compl ete
Comp'letion
Control of l,iork
Responsibility of the Engineer
Arbi tra ti on
Plans and Working Drawrngs
Conformity with Plans and Specifications
l,larranty and Guarantee
Construction Stakes
Field 0bservation
Pre-Constructi on Conference
Scope of Work
Changes in the I'lork
Change 0rder Form
Addendum Form
General Speci fications
Conrnencement and Completion of the l.llork
Liquidated Damage
Intent of Plans and Specjficatjons
Acceptance
Claims for Adjustrnent and 0ispute
bla i ver
Assignment and Transfer of Contract
Superi ntendence
I nsura nce
Protection of Public Utilitjes and other Adjoining
Property
Damage to Construction
Partial Payments
Final Payment
Idernni ty
Laws and 0rdinances
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INOEX continued
4. l6
+.17
4.18
s. 00
5.01
5.02
5.03
5.04
5.05
5.06
5.07
5.08
5.09
5. i0
Construction Guarantee
Construction Guarantee Form
Special Provisions
Ihstruction to Bidders
Invftation for Bids
Award of Contract and Furnishing of, PerformanceList of Suppliers and Subcontractors
Notice to Bidders
3id
Bid Schedule of Quantities and Prices
Notice of Award
Agreernent
Notice to Proceed
Advertisement for Bids
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Specia'l Conditions of the Contract
Division I - General Requirements
Section 02200 - Earthrrrork
Section 02221 - Trenching, Backfilling and Compaction
Section 02520 - Drainage Pipe
Section 02540 - Erosion Control
Section 02555 - h'ater Transmission and Distribution Lines
Section 026.10 - Aggrega-ue Base Course and Sub-base Course
Section 02612 - Hot Bituminous Pavement
Section 02820 - Finish Grading & Landscaping
Section 03300 - Cast-In-Place Concrete
Siction "t5225 - Pressure Reducing Stations
Section 15230 - l^later Booster Station
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SPECiFICATIONS FOR GENERAL CONSTRUCTION
SECTION G.C.
GENERAL CONDITIONS OF THE CONTRACT FOR CONsTRUCTJON
O.OO GENERAL PROVISIONS.
0.0.l ABBREVIATIONS. Wherever the following abbreviations are used in
these specifications or on the plans, they shall be construed the same
as the respective expressions represented:
American Concrete Institute
American Society for Testing and Materials
Concrete Reinforcing Steel Institute
American Water Works Association
American Institute of Steel Construction
American Association of State Highway 0fficials
National Electrical Code
National Electrical Manufacturers Association
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A. S.T.14.
c.R.s.I.
A.h,.l^J.A.
A.r.$.c.
A.A. S. H. O.
N. E. C.
N. E.M.A.
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I .OO DEFINITIONS.
l.0l THE CONTRACT D0CUMENTS. The Contract Documents consist of the
Notice to Bidders, Special Conditions, Proposal , Contract Agreement
and Contract Bonds (when required), General Construction Specifications,
Technical Specificat'ions, Plans and all modjfications thereof incorporated
in any of the documents before the executjon of the Contract. The Con-
tract Documents are complimentary, and what is called for by any shal1
be as binding as if called for by all.
1.02 THE C0NTRACT. The Contract Documents form the Contract. The
Contract represents the entire and integrated agreement betvleen the
parties hereto and supersedes all prior negotiations, representations,
or agreements, either written or oral
1.03 Ol^ll,lER, C0NTMCT0R, AND ENGINEER. l,lhen the words "Owner" or "Contrac-tor" are used, these shall mean the corporations, persons, institutions,
organ'izations indicated in the Contract Agreement. Wherever in thjs
Contract the word "Engineer" is used jt shall be understood as referring
to Eldorado Engineering Company Engjneers, acting persona'l 1y'or through
a representative duly authorized in writing for such act by the Engineer.
1.04 SUBC0NTRACT0R. The term "Subcontractor", as employed herein,
includes on'ly those having a direct Contract with the Contractor, andit includes one who furnishes materials worked to a special design ac-
cording to the plans and specifications of this work, but does not in-
clude one who merely furnishes material not so worked.
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Section G.C.
.|.05
I,JRITTEN N0TICE. }rlritten Notice shall be deemed to haye been duly
served if delivered in person to the ind'ividual or to a member of the
firm or to an officer of the corporation for whom it is intended, orif delivered at or sent by registered mail to the last business address
known to him who gives the llotice.
1.06 t^l0RK. Work shal'l mean the furnishing of all Iabor, materi a'l s,
equipment and other incidentals necessary or convenient to the success-
fu'l completion of all duties and obligations imposed by the Contract.
The Contractor shall not employ on the Work any unfit person or anyone
not skilled jn the task ass'igned to him. blherever a certified skil'l'is required the skilled worker shall have a valid certificate in his
possession during completion of the Work. Unless otherwise st'i pulated,
the Contractor shall provide and pay for all materials, supplies, machjn-
eryo equipment, tools, superintendence, labor, insurance, and all water,
1ight, power, fuel , transportation, and other facilities necessary for
the execut'ion and completion of the Work covered by the Contract Docu-
ments. The Contractor shall pay a1l sales, consumer, use and other
similar taxes, including occupational license or tax.
The Contractor shall be responsible for initiating, maintaining and
supervising all safety precautions and programs in connectjon with the
l.lork. Thii shall include compliance with all applicable laws, ordi-
nances, ru1es, regulations and lawful orders of any public authority
having jurisdiction for the safety of persons or property.
1.06.0.| Additional l,Jork. "Additional work" is that which results from
a change or aT[ereEjon in tfre p1 ans or specifications resulting in over-
run in work that has to be done under the contract. It is that work
which is necessarily required in the performance of the contract, the
unit price of which has been established by bid items.
.l.06.02 Extra l.lork. "Extra rnrork" means the performance of work and
the furn'isEing 6:FTequired labor and materials outside and entirel-v
'independent of and not necessary to complete the contract, or something
done or furnished jn excess of the requirements of the contract, not
contemplated by the parties, and not controlled by the contract. No
extra work shall be started by the Contractor wjthout authorization
from the Eng'i neer.
.|.07 THE PR0JECT. The Project is the total construction program pre-
pared by the Engineer of which the l{ork performed under the Contract
Documents may be the whole or a part.
l.0B W0RKING DAY AND CALENDAR DAY. Any day, exclusjve of Saturdays,
Sundays, and llational Holidays, on which weather and other conditions
not under the control of the Contractor w'i 11 permit construction opera-
tions to proceed for a major part of the day with the normal working
force is considered a l^lorking Day. A Calendqr Day 'i s any day of the
week or month, no days being excepted.
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Section G.C.
1.09 l,l0RK ORDER. A Work 0rder is a written order issued by the Engineer
requiring performance by the Contractor of additional work -ot tfre type
and kind spec'ified in the Contract Documents, Any and all l,lork performed
pursuant to a llork 0rder shal i be performed by the Contractor at the
unit or otherwise stated prices agreed upon in the Contract and shall
not be otherwise neqotiable.
l.l0 CHANGE ORDER. A Change 0rder is a written order issued by the
Engineer covering changes or modifjcations of the p'l ans or specifica-
tions, or both, wjthin the scope of the Contract. In additjon to
such changes or modifications of the plans or specifications, or both,
the Change Order shall set forth the basis of payment and time adjust-
ments, if any, for the l^lork affected by the Change 0rder.
l.ll SURETY. The Surety is the corporat'ion, partnership orindivi-
dual , other than the Contractor, executing a bond furnished by the
Contractor.
1,12 SUBSTANTIALLY C0MPLETE. By the term "substant'ia'l1y Complete"
is meant that the llork, structure, or faciljty has been made suitable,
in the opinion of the Engineer, for use or occupancy, and is in condj-
tion to serve its jntended purpose, but still may require minor mjscel-
laneous work on adjustment.
l.l3 C0MPLETI0N. By the term "Completion" is meant that the Work,
structure, facility or project performed under the Contract Documents
is total 1y complete and jn proper working order, operating as specified.
All warranty and guarantee periods shal 1 begin at the date of completion.
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2.00 C0NTROL 0F t^t0RK.
2.01 RESPONSIBiLITY OF THE
tions which may arise as to
ENGINEER. The Engineer shall dec"ide ques-
the quality and acceptability of materials
furnished, work performed, rate or progress of work, 'interpretatjon of
Working Drawings, Plans and Specifications and al1 questions as to the
acceptable fulfillment of the Contract Agreement on the part of the
Contractor. The dutjes and responsiblities of the Engineer as set
forth herein shall not be extended except through written consent of
the Engineer and the 0vrner.
2.01 .0.l Observation of the flork. All materials and each part or de-
tail of tE6'E-rf-sF lT*nETub]ect at all times to observation by the
Engineer and the Ovrner, and the Contractor will be held strictly to
the intent of the Contract Documents in regard to quality of materj-
als, workmanship, and the di'l igent execution of the Contract. 0bser-
vations may be inade at the sjti or at the source of materjal supply,
whether mill, plant or shop. The Engineer shall be allowed access to
all parts of the l,lork and shall be furnished with such inforrnation and
assistance by the Contractor as is required to make his observations
and construction review.
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Section G.C.
2.0.l .02 Ac-cept-ab'i I 'i ty of Work. The Engi neer' s
acceptabiTi{lFlEE![arv oTTtre Work shal t be
the Contractor. The Contractor agrees to abide
cision relative to the performance of the hlork.
decision as to thefinal and binding upon
by the Engineer's de-
2.0.| .03 Enqineer's Decisions. All claims of the 0wner or the Contrac-
tor shall@ Engineer for decision.
2.02 ARBITRATI0N. Any controversy or claim arising out of or relating
to this contract, or the breach thereof, shall be settled by arbitra-
tion in accordance with the Construction Industry Arbjtration Rules
of the American Arbitration Association, and judgment upon the award
rendered by the Arbitrator(s) may be entered in any Court having juris-
diction thereof. Should there be any dispute or any questioned deci-
sion of the Engineer, it shall be promptly submitted to arbitration
upon demand by either party to the dispute. The Contractor shall not
delay the !'lork because arbitratjon proceedings are pending unless he
shalt have written permission from the Engineer to do so and such de-
lay shall not extend beyond the time when the arbitrators shall have
opportunity to determine whether the work shall contjnue or be suspended
pending decision by the arbitrators of such a d'ispute. Any demand for
arbitration shall be'in writing and shail be delivered to the Engineer
and the adverse party either by personal delivery or by registered mail
addressed to the last known address of each, within ten days of receipt
of the Engineer's decision, and in no event after final payment has
been made and accepted. Should the Engineer fajl wi thin a reasonable
period to make a decision regarding a claim of the 0wner or Contractor,
a demand for arbitrat'ion may then be made as if the Engineer's decision
had been rendered against the party demanding arbitratjon.
2.02.01 Arbitrators. No one shall be qualified to act as an arbitra-
tor who hasTlT&Tlt any f inancial interest'in the Contract or who has
any business or family relationship with the Owner or Contractor or
the Engineer. Each arbitrator selected shall be qualified by experience
and knowledge of the type of work 'involved in the matter to be submitted
to arbitration.
2.02.02 Procedure. Arbitration shall be in accordance with the proce-
dure and sta-nTar{s of the Constructjon Industry Arbitration Rules of
the American Arbitration Assocation then obtaining.
2.03 PLANS AND W0RKING DRAWINGS. Plans will shott details of all struc-
tures, lines, pipelines, gradeso and a summary of items anpeaning on
the Proposal. The Contractor shal'l keep one set of Plans available
on the hlork at all times.
The plans may be supplemented, from time to time, by such l^lorking Oraw-
ings as necessary in the judgment of the Engineer to adequately con-trol the tr^lork and secure its proper performance. tlorking Drawings
shall be furnjshed by the Contractor to the Engineer in every instance
where custom materials or fabrications or equivalent items are involved.
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Section G.C.
2.03.0.l l4orkjnq Drawings. Additjonal'ly, in the event the Engineer
determi ne3-TfiEFld6FkTIfrDrawi ngs a re nelessary, the Engi neer iha I I
communjcate such fact in writing to the Contractor sett'ing forth the
scope and detail of such Working Drawings and the time within which
the same are to be submitted to the Engineer.
After submissfon of any Working Drawings to the Engineer, he shall
have a reasonab'l e time thereafter within which to examine the same.
The Contractor shal'l not proceed with Work covered by Working Dravr-
ings until such time as a set of l,'lorking Drawings, reviewed by the
Engineer, has been returned to the Contractor. The Contract price
shall inciude the cost of furnishing all Working Drawings.
Review of Working Drawings by the Engineer shall not reljeve the Con-
tractor of his responsiblity under the Contract for the satisfactory
conpletion of the Work.
2.04 CONFORI'IITY l,llTH PLANS AND SPECIFICATI0NS. All work performed
and a'l I materials furnished shall be in reasonable close conformity
with the lines, grades, dimensions and material requirements shown
on the p'lans or indicated in the spec'ifications.
In the event the Eng'i neer finds the materials or the finjshed product
in which the materjals are used not wjthin reasonable close conformity
with the Pjans and Specifications, but that reasonable acceptable r+ork
has been produced, he shall then make the determination if the work
sha'l I be accepted and remain in p1ace. In this event the Engineerwill, in writing to the Contractor and 0wner, state the basis for ac-
ceptance and prov'ide for an appropriate adjustment in the contractprice for such work or materials as he deems necessary to conform to
h'is determination based on engineering judgment.
In the event the Engineer finds the materjals or the finjshed product
in which the materials are used or the }'|ork performed are not'in reason-
able close conformity with the Plans and Spelifications and have re-
sulted in an inferior or unsatisfactory product, the Work or materials
shall be removed and rep'laced or otherwjse corrected by and at the
expense of the Contractor.
2.05 WARRANTY AND GUARANTET" The successful bidder may be required
to furnish a complete statement of the origin, composit'ion and manu-
facture of any or all materjals and equipment to be used jn construc-
tion of the lrlork,
The Contractor warrants and guarantees to the 0wner and Engineer thatall materials and equipment incorporated in the Project shall be new
un] ess otherwise specified, and that all Work shalI be of good qua'l ity,
free from faults and defects. The Contractor further warrants and
guarantees that all labor performed'in the execution and completion of
the Work shall be performed in a good, skilled worknanlike manner.
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Section G.C.
The Warranties and Guaranties provided in this paragraph, 2.05, and
elsewhere in the Contract Docunents shall be'in addition to and not'in'l imitation of any other warranty of guarantee or remedy required
by law or by the Contract Documents.
2.06 C0NSTRUCTI0N STAKES. The Engineer will furnish and set construc-
tion stakes establishing base lines, elevations and measurements neces-
sary to the proper prosecution of the |.lork contracted for under these
Spec i fi cati ons .
The Contractor shall be held responsible for the preservat'ion of all
stakes and marks, and if any of the construction stakes 0r marks have
been carelessly or willfully destroyed or disturbed by the Contractor,
the cost of replacing them shal'l be charged aqainst him.
The Contractor shall not proceed until he has made timelv demand unon
the Engineer for, and received from him such stakes and instructioirs
as may be necessary as l{ork progresses. The hlork shall be done in
close conformity w'i th such stakes and jnstructjons.
2.07 FIELD 0BSERVATI0N,I A'11 Work and materials sha'l'l be open atall times to the observation, acceptance or rejection by the Engineer.
The Contractor shall give the Engineer reasonable notjce of starting
new work and shall provide reasonable and necessary facilities forfield observation, even to the extent of taking out portions of finished
work; in case such work is found satisfactory, the cost of taking out
and replacing plus l5% shal1, by appropriate change order, be chargedto the 0wner. No llork shall be done at night without previous approval
of the Engineer.
2.08 PRE-C0NSTRUCTI0N CONFERENCE. Upon award of the Contract andprior to Notice to Proceed, a conference wjll be conducted wjth the
Owner's representative, the Contractor, Subcontractors as the Engi-
neer may deem advisable, and the Engineer present. The purpose ofthe conference is to comelate scheduling of work items inciuded inthe Contract, and to discuss potential problems urhich may affect the
tlork.
3.OO SCOPE OF !,,ORK.
3.01 CHANGES IN THE I,JORK. Through the Engineer, the Owner may at anytime during the progress of the l,lork make alterations to the Wirrk pro-
vided for in the Contract Documents without consent of the Surety.
The Work, as changed, shal I be performed as if original ly spec.ifr-'ed,
and shal 1 in no way'invafidate the Contract, Any difference in costshall be added to or deducted from the amount of the contract, as the
case may be. Adjustments in the amounts to be paid to the Contractor
on account of changed work shall be determined by one of the fol'lowing
methods in the order listed, the earJiest listed beinq used unless
impracti cal :
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Section G.C.
a. Unit prices submitted in the Contractor's Proposa'lb. Unit price agreed uponc. Acceptable lumP sum
When in the judgment of the tngineer it is impractjcable, because of
the nature of the changed work, to fix the amount to be paid for it
by any of the above methods, the amount payable shall be adiustable
on a Force Account basis as follows:
a. Labor. For all labor and foremen in direct charge of the
specific operations, the Contractor shall recejve the rate of
wage (or scale) agreed upon in writing before beginning work
for each and every hour that said labor and foremen are actually
engaged in such work.
An amount of 25% of the sum of the above iterns will also be paid
the Contractor to cover overhead, additional bond, property dam-
age and ljability insurance, workmen's compensation, insurance
premiums, unemp'l oyment insurance contributions, and social secur-
ity taxes.
b. Materials. For materials accepted by the Engineer and used'
the Contractor shall receive the actual cost of such materials
delivered on the trlork, including transportation charges paid by
him (exclusive of mach'inery renta'l s as hereinafter set forth)'
to urtrich cost l0% will be added.
c, blhen additional work on a Force Account basis 'is performed- by a Subcontractor on the Project in accordance with the provi-
sions of a Force Account, a percentage based on the following
tab'le will be allowed as additiona'l to the percentages in a. and
b. above to reimburse the prime Contractor for the administrative
expenses incurred in connection with the llork. Bid items in the
origina'l Contract are not to be consjdered:
to $l,000
$1 ,000 to $'10,000
over $.|0,000
excess over $l ,000
excess over $10,000
Approval of this additional percentage wi'll be made after receipted
invoices are furnished by the Contractor.
d, For any mach'inery or special equ'ipment (except small tools),
'including fuel and lubricants' plus transportation costso the use
of whjch-has been authorized by the Engineer, the Contractor shal 1
receive the rental rates agreed upon in writing before such work
is begun for the actua'l tjme that such equipment is in operation
on the Work.
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10%
$.|00 plus 5%
$550 plus 2%I
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I e, Miscellaneous. llo additional allowance will be
superintendences, the use of small tools, or other
no specific allowance is herejn provided.
made for general
cost for which
Sect'i on G. C .
f. Compensation. The Contractor's representative and the Engi-
neer shal l compare records of the cost of work done as ordered
on a Force Account basis.
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g, Staternents. Statements shall be accompanied and supported
by rece'i pted invoices for all materials used and transportation
charges. No payment wi I I be made for work performed on a Force
Account basis untjl the Contractor has furnished the Engineer
with itemized statements of the cost of such Force Account work.
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Section G.C.
3.A2 CHANGE ORDTR FORM
CHANGE ORDER
DATE
N0.
CONTRACT FOR
DATED
TO:
You are hereby
Contract Plans
requested to comply ttith the
and Specifications:
following changes from the
Complete description of
Changes: (If attachments
are required to describe
these changes, make re-
ferences thereto. )
Decrease In
Contract
Pri ce
Increase In
Contract
Pri ce
Total s
Di fference :I ncrease-Decrease
Contract Price
trl^+ttc L
in
Prepared By
REMARKS:
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The
by
t'ime provided for .*t,::l::r::
::;.:'::':::
is increased/decreased
changed. This document
provisions of the con-shall become a supplement to the Contract and all
tract will apply thereto.
ACCEPTED BY:
APPROVED BY:
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DATE:
The 0wner will make pa;rynent for no change unless this forrn is executedjn duplicate prior to commencement of the work involved in the change.
Upon ipprova'l , one copy utill be reiurned to the Contractor, and one
cbpy wiil be retained by the 0wner. The Contractor's copy must be at-
tached to his copy of the original contract.
Change flrders shall be numbered consecutively, fu11y describe the change
to be made, state the basis of payment, and any change in the contract
time to be allowed by reason of this change.
LIST OF ATTACHMENTS:
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You
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Section G.C.
3. 03 ADDENDUI.I FORM
ADDENDUM
DATE
CONTRACT FOR
TO:
are hereby adv'ised of.the following changes in the Contract Plans
Spec i fi ca ti ons .
ADDENDUM ACKNOI.ILEDGED BY :
Signature of Bidder
PREPARED BY:
LIST OF ATTACHME}ITS:
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Section G.C.
4.OO GENERAL SPECIFICATIONS.
4.0.l COMMENCEMENT AND C0MPLETI0N 0F THE l,lORK. The Contractor shall
commence the work covered herein within ten (.|0) calendar days of is-
suance of Notice to Proceed. The Contractor shall within thirty (30)
calendar days of liotice to Proceed submit in writing to the Engineer
his proposed construction schedule. The Contractor shall then proceed
with the work and shall complete same within the period of time calledfor in Specia'l Provjsjons - Completion of the blork - follow'ing Notice
to Proceed, unless the period for completion is extended as herein pro-
vided. Extensions of time will be granted the Contractor by the 0wner
when, in the opinion of the Engineer, such time delays are beyond the
control of the Contractor being due to circumstances which could not
reasonably be foreseen or avoided. Claims for extensions of time shall
be made in writing to the Eng'ineer no later than ten (.|0) days after
occurrence of the event causing the de1ay. In the case of continu'ing
cause of delay, only one claim within the time specified shall be neces-
sary. Fajlure to make such claim within the time specified shall con-
stitute waiver of any claim.
4.02 LIQUIDATED DAMAGE. If the work embraced by th'is contract is not
Substantially Complete on or before the date set for comp'letion or any
extension thereof, and in lieu thereof, the Contractor sha11 pay to
the 0wner as fixed, agreed, and liquidated damages, the sum called
for in Specia'l Provjsions - Liquidated Damages - for each calendar day
of delay untjl Work is satisfactori ly completed. l,'fhatever sums may be
due the Owner as liquidated damages for delay may be deducted from
payments due the Contractorn or the Contractor's Surety.
4.03 INTTNT 0F PLANS AND SPECIFICATI0NS. Anything mentjoned in the
Specifications and not shown on the Plans, the Specifications shall
govern. The Contractor shall not take advantage of any errors, discre-
pancjes, or omissions which may exist in the Plans or Specifications,
but sha'll immediately call them to the attentjon of the Engineer whose
interpretation or correction thereof shall be conclusive and binding
on the Contractor.
4.04 ACCEPTANCE. When in the Contractor's opinion the Work is com-
p1 ete and ready for final inspection, the Contractor shall then pro-
vide such written notice to the Engineer. Upon rece'ipt of written
notice that the !'lork is ready for final inspection and acceptance the
Engineer shall promptly make such inspection and, when he finds the
l,lork acceptable under the Contract Documents and the Contract fu'l 1y
performed, he shall notify the Contractor of th'i s Acceptance as of the
date of the final inspection. Ifn however, the inspection discloses
any work, 'in whole or in part, as being unsatisfactory, the Engineer
wil'l present the Contractor with a list of items requiring correct'ion'
and the Contractor shall immediately take necessary steps to make all
comections. At this pojnt the Engineer may, at his discretion, deter-
mine the hlork to be Substantially Complete. Upon correction of the
hlork, and subsequent written notice to the Engineer, another inspec-
tion will be made which shall constitute the final inspection provided
the l'lork has been satisfactorily completed.
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Sect'ion G. C.
4.05 CLAIMS FOR ADJUSTMENT AND DISPUTE. If in any case the Contractor
deems that addjtional compensation is due him for work or material not
clearly covered in the Contract or not ordered by the Engineer as ad-
ditional work, the Contractor shal1 notify the Engineer in writing of
his intention to make claim for such additiona'l compensation before
he beg'ins the urork on whjch he bases the claim. If such notification
is not given, and the Engineer is not afforded proper facilities by the
Contractor for keep'ing strict account of actual cost as required, then
the Contractor hereby agrees to waive any claim for such additional
compensatjon. Such notice by the Contractor, and the fact that the
Engineer has kept account of the cost as aforesaid, shall not be con-
stiued as proving or substantiating the validity of the claim. If
the clajm, after considerdtion by the Engineer, is found to be just,
it will be pa'id as additional work as prov'ided for herein under Sectionl l0 - "Change Order".
4.06 t,|AIVER. It is expressly understood and agreed that any waiver
granted by the Engineer or Owner of any term, provision or covenant
of this Contract shall not constitute a precedent nor breach of the
same or any other terms, provisions 0r covenants of this Contract.
Nejther the acceptance of the lJork by the 0wner nor the payment ofall or any part of the sum due the Contractor hereunder, sha'l I consti-
tute a wajver by the 0wner of any c'l aim which the Ovlner may have against
the Contractor or Surety under his Contract or otherwise.
4.A7 ASSIGNMENT AND TRANSFER 0F CONTRACT. The Contractor shall not
assign or transfer this Contract or part thereof 0r any interest there-
in vlithout consent in writing of the Ot^rner and Contractor's Surety;
The Contractor will be permitted to sublet a portion of the vrork, but
shali perform with his own organization, work amounting to not less
than 50 percent of the total contract cost, except that any items de-
signated in the contract as "specialty items" may be performed by sub-
contract and the cost of any such specialty items so performed by sub-
contract may be deducted from the total cost before computing the amount
of v;ork required to be performed by the Contractor with his own organi-
zation. llo sub-contracts, or transfer of contractn shall release the
Contractor of his liability under the contract and bonds.
4.08 SUPERINTENDENCE. The Contractor shall employ a competent super-
intendent who shall be satisfactory to the Engineer, and necessary assist-
ants who shall be in attendance of the Project during the progress of
the Work. The superintendent shail represent the Contractor and al'l
communications given to the superintendent shall be as binding as if
given to the Contractor. important communications will be confirmed
in writing. Other communications will be so confirmed upon written
request in each case.
4.09 INSURANCE. The Contractor shall inrmediately provide and maintain
adeouate Workmen's Comoensation Insurance for all labor on the lrlork
under this Contract. The Contractor shall also obtain and maintain
Public Liability Insurance with limits of one hundred thousand dollars
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Section G.C.
for any one person and three hundred thousand dollars for any one ac-cident. Protection under said polic,ies shall extend to the 0ivner and
Contractor. Certifications of such insurance shall be filed with the
0wner prior to commencement of operations. Proof of carriage of in-
surance by subcontractors shall also be furnished.
The Contractor shall furnish insurance as separate policies or by ad-
dftional endorsement to one of the above-mentioned policies and in
the amount set forth for Publjc Liability and Property Damage the foi-
'l owing insurance:
a. Contingent Liabi1ity.b. Collapse of buildings or structures adjacent to excavation(if excavat'ions are to be performed adjacent to same.)c. Damage to underground facilities.d. Contractor's Public Liability and Property Damage Insurance.
The Contractor sha11 procure and shall maintain during thelife of the Contract, Contractor's Public Ljability Insurance
of not less than $"|50,000 for injuries including accidental
death, for each person, with a total of $500,000 for each
accident; and Contractor's Property Damage Insurance in an
amount of not less than $.|50,000 on account of each accident
with a total liab'ility of $500,000.e. Automobile Insurance - Bodily Injury and Property Damage.
The Contractor shall procure and maintain dur"ing the life of
this Contract, automobile insurance in an amount not less
than S.l00,000 for injuries, including accidental death, to
any one person and subject to the same limit for each person,
an amount not less than $300,000 on account of one accident,
and automobile property damage insurance in an amount not less
than $50,000.f. Builder's Risk. "All Risk" form of coveraqe insurance in
the amount adequate to protect the Owner.- The Builder's Risk
policy sha'l 'l include as additional named insureds, the Owner,
the Engineer, and all subcontractors.
4.10 PR0TECTI0N 0F PUBLIC UTILITIES AND OTHER ADJ0ININc PROPERTY. The
Contractor shall take all reasonable precautions for the safety of, and
shall provide all reasonable protection to prevent damage, injury, or
loss to other property at the site or adjacent thereto, and he shall be
'l iable for any and all cla'ims for such damage on account of his failure
to fully provide such protection. The Contractor shall notify a'l'l pub-
ljc ut'ifity companies forty-eight (48) hours prior to the cornmencement
of any work in the vicinity of the utilities. llo work shall commence
until the utiljties have been located and staked by the utiljty company
or written consent to proceed has been given by the Engineer. If utility
servjce must be interrupted the Contractor shall notify the head of local
administrative services (j.e. City Manager, ltlayor, C'ity Clerk), as ap-
p'l icable, and utility users affected by the interruption of service at
least twenty-four (24) hours prior to interruption. Notice shall con-
sist of publication in a local newspaper and/or announcement on locaT
radio or television stations.
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Section G.C.
4.ll DAr,IAGE T0 C0NSTRUCTI0N. The Contractor shali safeguard, until
all work embraced by this Contract is formally accepted, al'l construc-
tiono both complete and 'incomplete, agajnst damage and destruction'
ind ihould damage result, he wj11 be required to reconstruct or repair
ii at his expenie jn a manner conforming to the Plans and-Specifications.
In the absence of defjnite instructions in the Plans and Specifications'
reconstruction shall be in a manner suitable to the [ngineer.
4.12 PARTIAL PAYMENTS. 0n or about the first of the month the con-
tractor shall submit to the Engineeri for his approval , an application
ior payment for the previous month's portion of the work performed.
The ap'plicatjon shall be prepared in such form as approved by the En-
gineei^'and supported by sirch data to substantiate its correctness-as
lfre fnqineer mhy requil^e. If payments are to be made for materja]s and/
or equipment on the sjte but not yet incorporated in the work' the Con-
tractor'shal1 prov'ide Bills of Sale or such other documents as neces-
sary to establish the gwner's tjtle to such materials or equjpment'
including appljcable insurance. The Contractor shall also warrant
that suci miterial and/or equipment is suitably stored so as to pre-
vent damage or destruction.
If the Contractor has made application for Payment as required above,
the Engineer shall jssue a certifjcate for paynent to_the 0wner with
a copy to the contractor within seven calendar days after receipt of
the a-pp)icatjon for such amount as he determines to.be properly due,
'less i'10% retainage, After the Engineer has issued a certificate for
pavment, the Qwner-shall make payment to the Contractor on or about
ttrb tenifr day following the issuance of the certjficate for payment.
4..|3 FINAL PAYIIENT. upon acceptance of the completed work by the En-
qineer, he shall certify to the Qwner that the whole Work provided for
in thii Contract has beLn completed and accepted by him under the condl--
tions and terms of the contract Documents, and he shal1 approve the
final estjmate of the Work and issue a final certifjcate of paynent.
Wheieupon the entire balance found to be due to the Contractor, includ-
ing saia retained percentage but excepting such sum as may be retained
tiiltutty by said 0wner, sfritt ne paid to the Contractor by the Owner in
accordahce with the Contract Agreement and existing State 1aw. Before
oaunent of the final estimate, the Contractor shall submjt evidence
satisfactory to the owner that a'l 1 payrolls, material bills, and out-
sianding indebtedness in connection with this Contract have been-paid.
Neither-the Certificate of Acceptance nor the final paynent shall re-
lieve the Contractor of the ob1 igations of any provision jn the Con-
tract Documents or for fujfjllment of any warranty which may be required
in the Contract.
4.14 INDEMNITY. The Contractor agrees to indemnify and save the $wner
harmless against all claims of third parties aris'ing-out of the construc-
iion. Thii protection shall include, but not be limjted ton the follow-
ing, claims'or liens of mechanics or materials men, claims for. personal
injury or property damages, claims of patent infringements or the use
oCuny articlbs, materiil , equipment or process that may be patented,
and ciaims for injuries to workmen employed jn the construct1on.
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Section G.C.
4.15 LAhIS AND 0RDiNANCES. The Contractor shall at all times observe
and comply with all Federalo State and local laws, ordinances.and regu-
lations which in any manner affect the Contract or Work and shall in-
denrnify and save harmless the 0vlner against any clain arising from. the
violations of any such lavls, ord'inances, and regu'lations, whether by
the Contractor oi his employeest except where such violations are called
for by the provision of the Contract Documents.
if the Contractor.performs any blork, know'ing 'i t to be contrary to such
laws, ordinances, rules and regulations, and wjthout written notice
to the Engjneer, he shall bear all costs arising therefrom'
4.16 CQNSTRUCTIQN GUARANTEE. The Contractor shall supply to the 0wner
on the form provided, a guarantee that any portion of the ldork failing
to operate properly will be replaced or repaired at no cost to the
gwnei. for one (t) year from date of completion and further that any fn-
dividual item of-lrtork requiring repair or replacement during the above
guarantee period shal'l carry a simiiar guarantee of one (l) year from
ihe date of its repair or replacement. In.addition, the Contractor
shall be responsibie for furnishing three printed sets of detailed plans
and specifications concerning the operation and maintenance of any
mechahica'l or electrical equipment and including enough detail to verify
compliance with the intent of the specifications.
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Section G.C.
4.18 SPECIAL PR0VISION. The following conditions shall be consjdered
a part of these Contract Documents.
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4..|8.0.l Comnletion of the Work. The
snallDe
for completion of the Work
) calendar days.
for 1 iqu'idaterl damages
) dollars per
peri od
(
4.18.02 Ljquidated Darnages. The amount set
sha'l I be (
dav.
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Section G.C.
4.17 CONSTRUCTION GUARANTEE FORM.
CONSTRUCTiON GUARANTEE
The contractor does hereby guarantee to the 0wner, that any equ'ipment,
materials or other products involved in the l'lork, including the completed
f,iork or any part thereof , failing to operate proper'ly shall be rep'laced
or repaired at no cost to the 0wner for a period of one (l) year from
the date of completion and acceptance of the work; further, that any
jndividual item of equipment, material , and/or workmanship requiring
repair, replacement or correction during the above guarantee period
shall be similarly guaranteed for a period of one (l) year from date
of said repair, replacement or correction. A11 repairs, replacements
or corrections shall be commenced vt'ithin a reasonable time after not'ice
of such deficiencies, and what constitutes a reasonable period of tjme
shall be construecl'in light of the magnitude and exigenc.v of the need
for such repair, replacement or correction'
Authori zed RePresentati ve of Contractor
Date
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5.00 Ir{sTRUCTIOi'l
5.0'I INVITATION
B I DDERS
BIDS. Sealed bids will received and opened
Trt
FOR be
publ icly atI
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and
the
the labor and
constructi on
equ'ipment
speci fi ed
, for the furnishing ofin performing all operat'ions
herein for the "
a1'l materia] s
necessary for
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Plans and Specifications are avaijable from Eldorado Engineering Company,
Glenwood Springs, Co'lorado, for $40.00 per set.
No refund will be made for returned p'lans or specificat'ions.
Each bid must be accompanied by a bid bond or certjfied check'in the
anmunt of l0% of the bid. The Proposal Guaranties accompanying the
three lovrest bids raay be held until the Contract is awarded, provided
this period does not exceed thirty calendar days. The Proposal Guaranties
accompanying the other bids will be returned prompt'ly after the bid
prices have been compared.
The Owner reserves the right to reject anyis, in his judgment, the best bid.
The Bid and Proposal Guarantee must be placed in one envelope securely
sealed therein and labeled rl
or all bids or accept what
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5.02 AWARD OF CONTRACT AND FURNISHING OF PERFORMANCE-tract wi'l I be awarded as soon as practicable, to the
bidder whose proposal complies with the requirements
provided this proposal is reasonable and it is in the
Owner to accepi it.
The 0viner reserves the righi, based on consideration
invo] ved, to reject any or a1 I proposals and to waive
in proposals received.
Such bond shall be in a penal sum equai to
price condifioned upon the performance of
takings, convenants, terms conditions and
and upon prompt payment of the Contractor
labor and materjals in the prosecution of
documents -
BOND. The Con-'lowest responsi bl e
of the document,
interest of the
of a'll factors
any informality
the amount of the contract
the Contractor of all under-
agreements of the contracti
to ail persons supplying
the work provided in the
The successfui bjdder will be required to furnish an unconditioned
performance and payrnent bond executed as surety by a corporation authorized
to issue surety bonds in the State of Colorado and satisfactory to
the 0wner.
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Section G, C.
In addition, the bond shali provide that if the Contractor or his
subcontractor fails to duly pay for any iabor, materials, team hire,
sustenance, taxes, provisions, provender or other supplies used or
consumed by such Contractor or his subcontractor in performance of
the vrork contracted to be done, the Surety w'i 11 pay the same in an
affiount not exceeding the sum specified in the bond,
5.03 LIST 0F SUPPLIERS AND SUBCONTRACTORS. The successful bidder
should at the time of the pre-construction conference submjt to the
Engineer a complete list of suppliers of all materials and equipment
and a list of all subcontractors, Jtemized as to the items of workto be done by each subcontractor.
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Section G. C.
5.04 N0TICE T0 BIDDERS. It is recommended that bidders on thisproject go over the specification detai'ls with the engineering
representative of this project:
Eldorado Engineering Company
P.0. Box 669 - 823 B'lake Avenue
Gl enwood Spri ngs , Co'l orado 8160'i
(303) e45-85e6
The Project site will be shown to all interested Contractors meeting
at.
only on the
Uniess otherwise specified, al'l materia'ls which will becone a part of
the completed work shal'l be new and shal'l conform to the specifications
referred to herein.
l,ihenever an item of equipment or materia'l is specified by a brand or
manufacturer's name, the Contractor shall determine bid prices on the
basis of said specification and said bid prices sha'll be used in deter-
mining the lolv bjdders.
Equipment and materials specified by a brand or manufacturer's name is
so specified to define a desired resuit and to insure competitive bid-
ding on an equal basis; however, any specification of equipment or
naterJal so specified shaj'l be considered to be fo'llowed by the words
"or equa1" whether or not the words "or equal" appear with the .
specification. The Contractor sha1'l make diligent effort to procure
the specified materia] s from any and al'l sources, but vrhere materfals
required by the Specifications become unavailable, substitute materials
may be used, provided that no substitute materials shall be used without
written approval of the Eng'ineer, and written approval to state the
amount of the adjustment, if any, to be made in favor of the Owner.
The Engineer's determjnation as to whether substitution shali be per-
mitted and as to what substitute materials may be used shall be final
and conclusive. If the substltute materials approved are of less
va'lue to the 0wner or involve less cost to the Contractor than the
materials specifjed, an adjustment sha'll be made jn favor of the &lner
by an approprjate change order,
The cost of furnishing, transporting, storing and otherwise handling
materia'l shal1 be included in the bid price regardless of whether the
material is an item specifically covered by a bid price or is included
in the bid price for work in which the material is required.
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Section G. C.I
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5.05 BID
Proposal to
The undersigned is skiJ1ed and
of plans and specifications.
, hereinafter called the 0wner.
experienced in the use and interpretation
llaving carefully reviewed the plans and
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specifications for
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sufficient for bid purpose; further, having carefully examined thesite of the work and, from his own observations, has satisfied hinrself
as to the nature and location of the work, the character, quality andquantity of materials, and the djfficulties like1y to be encountered,
and other items which may affect the performance of the work, the under-
signed purposes to furnish all labor, equipment, materia'l " supervisionr
technical and professJonal services required to comp1ete the Hork instrict accordance with the Contract Documents accepting in ful1 payment
the prices stated opposite respective bid items contained in the attached
Bid Schedule.
The undersfgned has based his bid so1e1y on the Contract Documents and
his observations and has not relied in any way on any explanation or
interpretation, oral or written, from any other source; further, he
has carefully checked all figures entered in the Proposal Form Schedule
of Quantities and Prices and agrees the 0lner wili not be responsiblefor any errors or omissions on the part of the unders'i gned in preparfng
his proposal, Any discrepancy which exists between the bid prices as
shown in words and numbers, the value shourn in words shall govern. The
undersigned in no way assumes'liability for negligence of the engineer.
The undersigned certifies that this bid will not be withdrawn for forty-five (45) days after bid opening. If awarded the contract, the undersigned
agrees to execute said Contract Agreement and to furnjsh the specified
bond and duplicate policies of insurance as required by the General Con-
ditions of the Specifications within ten (10) ca]endar days from and
after the date of written notice of award and subrn'ission of said Contract
Agreement by the Owner.
Attached hereto and made part of this bid by reference are the following:
and Prices
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(a) Bid Schedule of Quantitiestb) Bid Bond or Certified Check(c) Acknowledged Addendums (ifI
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Date of Proposal
(Corporate Sea1 of Corporation)
Section G.C.
5.06 BID SCHEDULE OF QUANTITIES AND PRICES
tsID SCHEDULE
Item ApproximateNumber Quantity Item and Unit Prjce in Words
Unit Price
i n Numbers
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5.06 BID SCHEDULE 0F QUAilTITIES AND pRICES
BID SCHEDULT
Company Name
uompany Address
NOTICE OF AWARD
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PROIECT Description:
I The OWNER has considered the BID
WORK in response to its Advertisement for
and Information for Bidders,
submitted by you for the above described
Bids dated 19
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You are hereby notified that your BID has been accepted for items in the amount
19
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You are required by the information for Bidders to execute the Agreement and fur-
nish the required CONTRACTOR'S Performance BOND, Payment BOND and certifi-
cates of insurance within ten (10] calendar days from the date of this Notice to you.
If you fail to execute said Agreement and to furnish said BONDS within ten [10)
days from the date of this Notice, said OWNER will be entitled to consider all your
rights arising out of the OWNER'S acceptance of your BID as abandoned and as a for-
feiture of your BID BOND. The OWNER will be entitled to such other rights as may be
granted by law." You are required to return an acknowledged copy
the OWNER.
of this NOTICE OF AWARD to
Dated this day of
By
Title
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged
this
Title
the
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-day
of L9_
Section G.
5.08 cont.
(G)
(H)
(r)
(,t )
iK)
(L)
General Conditions
Special Conditions
Payrnent Bond
Performance Bond
NOTICE OF AI'IARD
NUTICE TO PROCETD
CHANGE ORDER
DRAWINGS prepared
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(M)
(N)by
numbered
19
[0 ) sPECrFrcATioNS
through
prepared or issued by
and dated
dated
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I19
1g
19
{P } ADDENDA:
No
No.
No.
No.
No.
No.
1g--dated
dated
dated
dated
dated
dated
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6. The OWNER will pay to the CONTRACTOR in the manner
set forth in the General Conditions such amounts as required
DOCUMENTS.
7. This Agreement shall be binding upon all parties hereto
heirs, executors, administrators, successors, and assigns,
and at such times as
by the CONTRACT
and their respective
each of
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed
by their duly authorizecl officials, this Agreement in
' (Number ot Copiesl
which shall be deemed an original on the date firsl above written,t
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seccl On b. {,.
I 5.08
AGREEMENT
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and
THIS AGRREMENT, made this day of==_--, 19 by
hereinafter called "OWNER"and between
lName ol Ownerl, (an Individuall
|
2. The CONTRACTOR will furnish all of the material, supplies, tools, equipment,
labor and other services necessary for the construction and completion of the PROJECT
I described herein.
I 3. The CONTRACTOR will commence the work required by the CONTRACT DOC-t
UMENTS within calendar days after the date of the NOTiCE TO PRO-
t CEED and will complete the same within calendar days unless the period
I for completion is extended otherwise by the CONTRACT DOCUMENTS.
T
4. The CONTRACTOR agrees to perform all of the WORK described in the CON-
I TRACT DOCUMENTS and comply with the terms therein for the sum of $
- or as shown in the BID schedule,
Ir 5, The term "CONTRACT EOCUMENTS" means and includes the following:
doing business as (an individual,f or (a
partnership,) or Ia corporation) hereinaf ter called "CONTRACTOR".
WITNESSETH: That for and in consideration of the payments and. agreements herein-
af ter mentioned:
1. The CONTRACTOR will commence and complete the construction of
[A] Advertisement For BIDS
{Bl Instructions to BIDDERS
(C) Notice to BIDDERS
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(I) BID BOND
I (F) Asreement
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OWNER:
BY
Name
Title
( Please Type )
{sEAL)
ATTEST:
Name
Title
(Plseso Type)
CONTRACTOR:
BY
Name
Address
(sEAL)
ATTEST:
Name
(Pleas€ TyFe)
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Secti on
5.09
To:
G. C.
NOTICE TO PROCEED
Date:
Project:
You are hereby notified to commence WORK in accordance with the Agreement
19 on or before ,-, 19-, and you
are to comr:lete the WORK within consecutive calendar days thereafter.
dated
The date of completion of all WORK is therefore
By
Title
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE 'IO PRO-
CEED is hereby acknowledged by
19_.
this the
-da5r
19_of
By
Title
Secti on
5.10
G. C.
ADVERTISEMENT FOR BIDS
Separate sealed BIDS for of (briefly describe nature, scope, andconstructionthe
major elements of the work)
will be received b
at the office of
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until fStandard Time - Daylight Savings Time)
19------, and then at said office publicly opened and read aloud.
The CONTRACT DOCUMENTS may be examined at the follorving locations:
Copies of the CONTRACT DOCUMENTS may be
lo cated at
obtained at the office of
-upon payment of $for each set.
Any BIDDER, upon returning the CONTRACT DOCUMENTS promptly and in good
condition, will be refunded his payment, and any non-bidder upon so returning the
CONTRACT DOCUMENTS r,viil be refunded $
Date
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SPECIAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTiON
1.00 General
1.0.| Clearing & Grubbing. The contractor sha'll not disturb
tree or fo1 iage within the util'ity easements without prior con-
sent of the engineer. The engineer shall mark and review with
the contractor prior to any construction, alI trees which may
be rernoved or reiocated during excavation.
1,0e lhterial Storage Sites. It shal1 be the contractor's
responsibility to locate a permanent materials storage site
within the project vicinity. The contractor shall review
with the engineer a1l proposed storage sites prior. to delivery
of any materia'ls. Since materia'ls will be stockpiled on site
during winter shutdown, al 1 storage sites shall be located so
as not to interfere with normal snow removal and storage operations.
1.03 Time Schedule. The time schedule for completion of the Pro-ject shall be established by the contractor based on the number of
calendar days a'llotted with the follouring exception:
In order to provide proper revegetation of the specified areas,
all water line insta'llation" finish grading and re-seeding shall
be completed from Station 14+60 to 43+10, from Statjon 51+40
to 54+70 and from Station 93+80 to 103+00 prior to November I'
1980. This work may be completed in any sequence convenient
to the contractor prov'ided that a'll areas are conplete by the
above date.
Payment for the above work shall be made in a single pay estimate
dated liovember 30, i980.
Should the contractor fail to comp'l ete the above work in the
allotted time, the owner sha'l'l withhold payment for any portion
of the above work completed until the first pay estimate of
Spring 1981.
It is imperative that the aforemintioned sections be revegetated
this fal1. This is to eliminate the duration of visible surface
scars in the fol]owing year. Also, this fa'll ls the best time to
begin revegetation. Condition .|.03 stated above shall be deleted
should the "Notice to Proceed" date be 'later than September 22'
1980.
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DIVISION I
GENERAL REQUiREI'1ENTS
0,01) DtscRIPTI0N. It is
general iterns that affect
respons'ibl e for comp'l i ance
Section supplements and is
Conditions.
the intent of this Section to describe
the i.rork. The Contractor sha'l 1 be
wf ih a'l'l i tems speci f i ed herei n . Thi sin addition to items in the Genera'l
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'1.00 GENERAL. Work to be done under this Contract consists of
furnishing all 'labor, materjals, equipment and inc'idental items
and performing all operations necessary to comp'lete the work in
accordance with the Plans and Specifications.
The Bidder is required to examine carefully the site of the
proposed work, the Proposal, Plans and Specifications. He sha'l'lsatisfy himself as to the charactern gualjty and quantities of
work to be performed, materjals to be furnished and the require-
ments of these Specifications. The submission of a Proposal shal'l
be evidence that the Bidder has made such an examination.
2.00 PLAIIS AND SPECIFICATI0NS. The intent of the Plans and
Specifications is to describe the required work in its entirety,
including the materia'ls and equipment required, quality contro'l
and testin standards, etc. The Contractor shall furnish all 'l abor,plant, materialr appurtenances and accessories which may be re-quired to compiete the vrork. A'lj such items which are not specifi-cally mentioned but which are a required part of the work shall be
furnished and installed by the Contractor,
2.01 PLAN ACCUMCY AND EXISTIIIG UTILITIES. Every effort has been
made to identify and verify a'll existing faciiities and utilities.
However, some of this information was taken from o1 d drawings andutif ity company maps pertinent to the site.
As such, sor,re of the information relatj ng to locations, sizes, or
e'levation of existing facilities should be considered only approxi-mate. it shal'l be the responsibifity of the Contractor tb cbirtact
the appropriate representatives of uti'lity companies prior to the
coronencement of work which might affect utility installations and
to secure from such representatjves information as to accurate
location, size and type of such installations. The Contractor shall
assume all responsibility for protectionn repair and relocation ofall such items encountered, Should repa'ir or rep'lacement be required,
the work shall be performed according to the requirements of theI
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respective utility company.
3.00 ABBREVIATIONS. llherever the following abbrevjatjons are
used in these Specifications or on the Plarrs, they shall be con-
strued the saine as the respective expressions represented:
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A.C.I.
A.S.T.M.raeT
A.l.l.l{.A.
A. i. s. c,
A.A.S. H. O.
N.E.C.
N. E.M.A.
American Concrete Institute
Amerjcan Society for Testing & Materials
Concrete Reinforcing Steel Institute
American Water lrJorks Association
American Institute of Steel Construction
American Association of State Hwy. Officials
f{ational Eiectric Code
i'lational Eiectrical Manufacturers Association
3.01 STANDARD SPECIFICATI0N REFERENCE. l^lhere reference is made
in these Specifications to other Standard Spec'ifications, it is the
intent that the iatest ava'ilable revjsion of the Specification re-
ferenced be used. All portions of the Standard Specificat'i0n re-
ferenced shall be considered a part of these Specifications unless
specifically superceded herejn.
4.00 00NSTRUCTI0I| STAKiNG. All control line and control elevation
staking will be performed by Eldorado Engineering Company, 823 Blake
Avenue, Gl en,rrood Springs , Col orado 81601 . The Contractor sha] I be
responsible for protecting all stakes sei for his use. Stales which
must be reset for controi after initia'l stakeout rrri11 bel;Ep"1E-ced at
the ContiEi6r' j e;<pense at the Engineer's current rate for-a 3-mat-
survEy par*.- A minjmum of 48 hours notice is required for allfield staking.
5.00 PERi\'IITS AND EASE|'IINTS. The 0wner shal1 provide permanent
construction and maintenance easements. ilaps of these easementswill be made avai'l able upon request and/or at the pre-construction
conference. The Owner will provide permission for sevrer line work
on al'l public and private property and right-of-way; all other
permits required sha'l 'l be secured prior to commencement of wOrk
and at the Contractor's orvn expense.
The Contractor shall be responsible for securing any and all access
rights he may require for constructjon convenience with private
individuals and landowners along the sewer line easement route, The
Contractor sha11 provide the Engineer evidence of agreements for such
access rights.
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6.00 SUBSTITUTION 0F I'IATERIALS. At no time sha] I material s be
substituted for those shown on the drawings or called for in the
Specifications, unless written approval is obtained from the
Engineer. Requests for such suDstitutes shall be nade to the Engineer
tn writing prior to construction, Any deviation from the Plans and
Specifications shall be accompanied by a written directive of the
Engineer or his representative.
7.00 REQUIREI{ENTS FOR OTHER AGENCIES. },lhere construction work is
being performed in areas which affect other agencies, such as public
utilities, the construction work shall be done in strict compliance
with the requirernents and specifications of these agencies. Adequate
notice shal'l be given to these agencies prior to the start of con-
struction for verificati0n of'l ocations.
8.00 INTERRUPTION 0F SERVICES, When interruption of water or seweF
service will be necessary during constructjon, 24 hours notice will
be given to the affected parties lo minimize inconvenience.
9.00 CONTR0LLED AREA 0R W0RK. The Contractor shall confine all
the constructjon work, storage of materials and all related activjties
to the public roadways, uiility easements, or construction areas
designated by the Eng'ineer, Access and egress to the work area
shal'l be minimized to specific points.
10.00 INTERPRETATICTI 0F ESTII'IATED QUANTiTIES. Bidders are cautioned
that the estimated quantities in the Bid Schedule are approximate
only and are prepared for the comparison of bids. The basis of pay-
ment will be actual quantities of work perforr*ed and accepted.
11.00 TEMP0RARY FACILITIES. The Contractor at his expense sha'll
provide all necessary temporary faci'l ities for his construction
convenience or to meet 'loca'l , state or federal requirements including
but not limited to potable water, sanitary waste facilities, power
telephone, etc.
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'12.00 CLEAN-UP. The Contractor will be responsible for cleaning
up the job siie during and after construction. All rubbish, trees,
broken pipe and other materials on the iob site must be removed.
Fina'l clean-up must be approved and accepted by the 0wner before
the contract may be considered complete.
13.00 MEASUREMENT AND BASiS 0F PAYMENT. Payment for work done
shali be as defined in l,lEASUREl"lillT AND BASiS 0F PAYiiEfiT. Payment
slral 1 be conrplete compensation for the work unit cornpleted andshall consist of furnjshing and jnstal i ing al I materials and
equipnent, labor and other items re'lated to the work. Al 1 inci-
dentals not specifically mentioned sha'll be paid for as part of
the work unit they are related to.
l4obilization and Uemobilization sha'l'l be paid for as a lump sum
and shal'l include all costs involved in moving onto the site and
rernoval of equipement from the site, as we1'l as final site clean-up. I{o more than 50% of the bid item shall be paid for on the first
pay estimate; at least25% of the bid ar'rount shall be paid for in
the final pay estimate.
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sEcTIOil 02200
EARTHI"IORK
1.OO GENERAL
1.01 Scope. Work to be performed under this section sha'I1
include all labor, equipment, materjals and miscellaneous'items necessary to perform all clearing and grubbing, excavation,filfing, compacting, testing and re'l ated work not specified
elsewheren as shown on the drawing and required by the specifica-
ti ons.
All work within the rights-of-way of the Co'lorado Division of
Highways, Counly Governments or lvlunicipa1 Governments shal'l be
done in compliance with requirements issued by those agencies.All such requirements shall take precedence over these specifica-tions. it shall be the Contractor's responsibility to secure a'l'l
required excavation perm'i ts and pay a'l I costs thereof.
1 .02 Related l,lork Spec'if ied El sewhere
Section 15225 - Pressure Reducing Stations
Secti0n 15230 - l,later Booster Stations
Sectjon 02610 - Aggregate Base Course and Sub-base Course
Section 02555 - llater Transmission and Distribution Lines
(Item 2.05 - Backflow Preventer Vau'lt)
1.03 Field Conditions
A. Surface Improvements. Protect from damage or restoreto their original condition, a'l'l surface impiovements
encsuntered during construction. Said improvements shall
include but not be 'limited to the following: surfac'ing
sidewalks, curbs, valley gutters, trees and shrubs, other
improvements.
B. Underground Utilities. Protect from damage any under-
ground p'ipes, utilit'ies or structures encountered during
construction. Restore any damaged underground obstructionsto their on'iginal condition at no cost to the 0wner unless
evidence of other arrangements satisfactory to all parties
are presented to the 0wner.
Before commencing work, obtain information concerning
location, type and extent of concealed ex'isting utJ'ljties
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02200 - I
on the site and adjacent properties. Consult records and
personnel of local utii'ity companies, municipal utifity
departn€nts and telephone company. Fi'le Notice of Excava-tion wjth these agencies prior to commencing wornk.
Underground obstructions known to the Engineer, except
service lines, are shown on the drawings or otherwise
referred to in the specificat'ions. The locations shown
may prove to be inaccurate and other obstructions not
shown niay be encountered. In any case, it shall be the
responsibility of the Contractor to verify actual locations
and to protect or restore all underground obstructions
encountered.
C. Soi1 Conditions. It sha1'l be the responsib'i1ity of the
Contractor ts exanine soi'l conditions and characteristics,
inc'l uding the presence of groundwater that wi'l t be encountered
within the limits of excavation. Known locations of extra-
ordinary soil types and anticipated presence of groundwater
are shown on the plans. Absence of such information does
not imply such conditions do not exist but simply that they
are not expected to exist,
1.04 Protection of blork
A. Safety. All excavation shal1 be protected by bamicades,
'l jghts, signs, etc. as required lry governing federal , state
and 'loca'l safety codes and regulations.
B. Sheeting, Shoring and Bracing, Except where banks are
cut back on a stab'le slope, provide and maintain al'l sheeting
necessary to protect adjoining grades and structures from
caving, s)iding, erosion o,r other damage, and suitable fornsof protection against bodily injury, all in accordance with
app'l jcab'le codes and governing authorities,
Remove sheeting and shoriflg as excavations are backfiiled
in a manner to protect the constructjon or other structures,utilities or property. Do not remove any sheeting after
backfilling.
C. Site Drainage. Excavation to be protected from surface
water at all times.
1.05 Blasting. No biasting shall be permitted without wrjtten
consent of Engineers. Blasting shall be done only after Engineer
received perrnission from the appropriate governmental authority(s).
B'l asting shall be performed onjy by properly licensed, experienced
individuajs and in a manRer such that no damage to any property or
persons nill occur due either to the p1ast or debris. All damage
as the result of b'l asting shall be repaired, at the Contractor's
expense, to the satisfaction of the engineer.
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02200-2
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Inch
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?40
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All earth or rock loosened by b1 asting sha'l I be removed from the
trench prior to pipeline installation.
'l .06 Construction in Streets. hlhen construction operations are'located within streets make prov'i sions at cross streets and walksfor free passage of vehicles and pedestrians. Do not block streets
or walks without prior approval.
a.00 MATERIALS. All materials for construction fills and backfi'lls
shall meet specffied requ{rements for gradation and other factors
defining suitability for the intended use. All classes of suitable
material shall be free from perishable matter, debris, frozen materia'l
and stones and/or cernented pieces larger than permitted by the specifiedgradation. Classification of materials shall be as follows:
2.A1 Materia'ls for Structure Backfili. Structure backfill shall
be composed of materlals designated as Class A, Class B or ClassC. Class of material will be as shown on the plans or as designated.
A. Class A Structure Backfi'll (CD0H Section 703,08 - Class l).
Class A structure backfi'll shall be composed of materials
from excavatjons, borrow areas, or other sources. Thjs materia'l
shall conform to the following requirements when tested with
laboratory sieves:
S i-e ve -_De*s i S! At ip,n
2 inch
No. 4
I'lo. 50
No.200
% by l.Jeight Passinq Lab. Sieves
100
30 - 't00
60 max.5-20
In addition, this material shall have a liquid limit not
exceeding 35 and a plasticity ihdex of not over 6 when
determined in confonnity with AASHTO TB9 and T 90.
B. Class B Structure Backfill (CDOH Section i03.03 - Class 6).
Class B structure shall consist of crushed stone, crushed
slag, crushed gravel , 0r natural gravel conforming to the
following requirements when tested with laboratory sieves.
5'ieve Designation % bv*!,ejshL lqssjjrg !9b.. SJeves
314
llo.
No.
No.
100
30-6525-5s5-12
02200-3
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IIn addjtjon, this materia] shall have a Iiquid limii
not exceeding 30 and a plasticity index of not over 6
yihen determined 'in conformity with AASHTO T89 and T90.
C. Class A Structure Backfill (CDOH Section 703.08 - C'lass 2).
C'lass A structure backfili shall be composed of suitable
materials deveioped on the project. If the materjal contains
rock fragments that in the opinion of the Engineer wjl'l be
injurious to the structure, the native material wjll not be
used for backfilling and the Cont,ractor will be requlred to
furnish CJass A structure backfill material at a unit price
mutuaily agreed upon between Contractor and 0wner.
2.02 Topsoil. Topsoil shall consist of se'lectively excavated,
loose, friable 'loam reasonably free to admixtures of subsoil,
refuse, stumpsn roots, rocks, brush, weeds or other materia] which
would be detrimentai to the proper developnent of vegetative
growth.
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3.OO I'IITHODS AND PROCEDURES
3.01 Site Preparation
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A. C] earing. Remove a'l 1 vegetation, stumps, roots, organic
matter, debrjs and other misce'llaneous structures and materials
from work sjte, Dispose of off-site
B. Topso'i i Remova'l , Strip existing topsoi I from al'l areas
to be disturbed by construction. Topsoii to be stockpiled
separate'ly from excavai,ed material s.
C. Pavement Removal. Asphalt and bituminous pavements to
be cut to the full depth of pavement with a vertical face'in a straight line to the'linit of excavation.
Concrete pavemenls to be savr cut to the ful'l depth of pave-
ment wiih a vertical face in a straight iine to the limit
of excavation.
A'l I pavernent removed shall be disposed of off-site. Broken
pavement not to be used in backfill materia'l.
D. Preservaticn of Trees. Refer to plans for designation
of al'l trees, shrubs, plants and other vegetation with'in
the project site to remain, Do not remove trees outside
of excavated or fi'l led areas, unless their removal is
authorized by the engineer. Protect trees left standing
froin permanent damage by constructfon operations.
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3.02 Construction Requirements. The excavation and embankments
requjred shall be fjnished to smooth and uniform surfaces,
l4aterials sha'll not be vrasted without permission of the Engineer.
The Engineer reserves the right to change grade lines, cut slopes
or fili lines during the progress of the work.
3.03 tarthwork - Common Excavation. l4aterial outside of the
lim'its of slopes wi'll not be djsturbed. Prior to beginning
grading operations in any area, all necessary clearing and grubbing
in that area sha'l I have been performed in accordance with these
speclfications. The Contractor shall not excavate beyond the
dimensions and e'levations established.
Common excavation shall inc] ude a'l i materia'l s of whatever nature
encountered in the work. l^lhere excavation to the finished graded
section results in a sub-grade of unsuitab'le material, the Engineer
may require the Contractoi to remove the unsuitable materrals and
backfill to the finished grade with approved material
If any areas are inadvertently over-excavated, fill such over
excavation with suitable fill materia'ls.
Cornpiete excavation work to the grade elevations ca'l led for on
the p'lans within a tqlerance of + 0.1 foot.
A. Groundwater Control . Contractor to
on-site to remove all groundwater from
keep water below the bottom to a point
for equipment 0r concrete installation
shal 'l be mai ntai ned unti 'l al i concretefilling is in place at least 24 inches
water levels before water removal . A1 1
be subject to approva'l by the Engineer.
Removal of water by bucketfngr sump or trench diversions,
intermittent pumping, or sump or submersible pumps is
considered incidental to excavation work. Inclusion of a
bid item for dewatering indicates dewatering by continuous
pumping, well-point type systems 'is expected" If such
dewatering system is required, in the opinion of the Engineer,
this work to be paid for as indjcated in the bid schedule,
or if not inc]uded in the bid schedule to be considered
extra work paid for a price negotiated betb,een Contractor
and 0wner prior to the start of dewatering.
B. Stockpile Excavated Material. Excavated material to be
stockpiled so as not to endanger the work or public safety.
Maintain existing vehicular and pedestrian traffic with
minimum disruption. l'laintain emergency access and access
to existing ftre hydrants and water valves. Maintain
natural drainage courses and street gutters.
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maintain facilities
excavated area and
such that a fire baseexists. Facilitiesis cured and back-
above anticipated
water remova'l sha'|1I
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02200-5
Backfjll material to be segregated from stockpiled topsoi'l
and unusable backfi'l I materials.
C. Overexcavation. Whenever trench is overexcavated more
than l.0l to eljminate point bearing by rocks or stones or
when undjsturbed grade tolerances of 0..l' are exceeded, the
Contractolis to re-establ ish grade using appropriate bedd'ing
material. Compaction shall be to 95% maximum density. All
work to re-estab'l ish grade shall be at the Contractor's
expen se .
D. Unstable l"{aterials. Materials which are not capable of
supporting superimposed'l oadings are defined as unstabie
materia'l s. Should unstable materia'l s be encountered during
excayation, immediately notify Engineer. If in the opinion
of ihe Engineer, unstable soij excavation is required and
the Contractor could not have reasonably been expected to
discover the exis'uence of such materials during his site
investigation, then a contract price for Unstable Soil Ex-
cavatjon shall be negotiated between 0wner and Contractor.
No payment sha'l 'l be made for materials excavated prior to
notjfjcation of Engineer and negotiat'i on of payment for
extra work.
Inc'lusion of a bid item for Unstable Soil Excavation in-
djcates such excavation is anticipated. The Contractoris to notify the Engineer prior to any unstable soi'l
excavatjon; n0 payment sha'l 1 be made for excavation prior
to notification of Engineer.
E. Rock Excavation. Rock excavation shall be defined as
removal of boulders in excess of one (l) cubic yard or
so'l id or fractured rock, which makes finish grading of the
bottom imposs'i b1e and vrhich requires techniques, such as
b] asting or jacking for renmval , other than those which are
being empioyed by the Contractor or are norma'l 1y used in
excavat'i on, such as backhoes, trenchers, draglines, etc.
Should unanticipated rock conditions be encountered,
immediate'ly notify the Engineer. If in the opinion of the
Engineer, rock excava^uion is required and the Contractor
had in fact made a diligent and determined effort to remove
the rnaterial using normai excavation procedures as stated
above and the Contraclor could not have reasonab'ly been
expected to determine the existence of such material during
his site investigation, then a contract price for Rock
Excavation sha'l I be negotiated between the Contractor and
the 0wner. No payment shall be made for excavation per-
forrired prior to determination of a negotiated price,
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Rock sha'l I be removed to a 4" depth below grade. In addition,all rock ioosened during jacking, blasting, etc. shall be
removed from the site, For payment purposes, maximum depthto be paid for sha'l I be .l2" be'low required grade. Al 1 over-
excavation shall be replaced as specified in Section 303, C.
Inc'l usion of a bid iten for Rock Excayation indicates such
excavation is anticipated. Contractor to notify Engineerprior to any rock excavation; no payment sha'l 1 be made for
excavation prior to notificatjon.
F. Disposal of Excess Excavation. Contractor to disposeof excess excavation off-site. Excavation may be wasted
on-sjte on'ly jf approved by the Engineer and shall be doneat the direction of the Engineer. Disposal in any case
shal'l be the sole responsibfity of the Contractor.
3.04 Embankment and Backfjlling. Do not beg'in backfjlling until
forms have been removed, constructjon be'l ow grade has been approved,
underground utilities syst,ems have been inspected, tested and
approved and trash and debris have been cleaned from the excavation.
Do not cease devratering operations until backfill has been
compl eted.
Place approved excavated materjal in successive uniform maximum
loose'l ayers not exceeding E jnches for the fu'l I r,ljdth of the
cross-section in all accessible areas. Place material in successive
uniform loose iayers not exceeding 4 inches jn areas not accessib'le
or permitted for the use of self-propelled ro1 lers or vibrators.
Do noi place fi1'l on muddy or frozen subgrade, or until subgradeis approved by the Engineer.
P'low, step, or bench slopeo surfaces steeper than 2 to 1 on whichfill or backfill is to be placed in such a manner that fill
materi ai wi 'l 'l adquately bond w'i th exi sti ng surfaces . Scari fyall surfaces to receive backfill to a depth of 6" before filling.
Construct fills and embankments to the lines and gracies indicated
on the draw'ings within a tolerance of + 0.'l foot.
Use sujtable materials removed from the excavation prior to ob-
taining material from borrovr areas.
Where other'wise suitable material is too wet, aerate, dry or
blend to provide the moisture content specified for compaction,
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3.05 Compaction. During placing and/or compacting operations upon
earth or earth-and-rock mjxtures, the mojsture content of materjalsin the layers being compacted shall be near optimum and unjform aspracticabje throughout the 'l ayer. In generai, maintain the moisture
content of the material being placed and compacted rvith'in 2% of
optinum condition as determined as ASTM Standard 0698.
A. Tamping Equipnrent. Perform ai1 conrpaction with approved
equipment we'l'l suited to 'location and material being compacted.
Use heavy vibratory roliers where heavy equ'i pment is authorized.
Do tlot operate heavy equipment closer to foundations than a
horizontal djstance equal to he'ight of backfj'll above bottoin
of foundation. Compact remaining area with hand tampers
suitable for material being compacted. Place and compactbackfill around pipes with care to avoid damage.
Compact fill materials to following densitites at optimum
moisture content based on ASTM D698 or AASHT0 T99:
1. Structure fill under and adjacent to al'l concrete
foundations: 95%
2. Backfil'l beneath existing or proposed pavement,
roadways, siderr,talks, curbs, utiiity Jines and other
improvements: 95%
3. Backfiil within pubiic or designated rights-of-way:
95% or as shown on the P] ans.
4. Backfill within undeveloped, green or undes'i gnated
areas: 85%
B. Jetting. Jetting and water inundation are generally
not permitted methods of compaction. The Engineer may
aljow jetting under certain field conditions. Techniques
including depth of Jifts, amount of water to be used,
penetration of hose jet, etc., shalI be at the direction
of the Engineer. No jetting will be allowed on materials
with a 200-minus gradation of greater than j5%. Contractor
shali pay cost of al'l water used, soi'l classification testing
and compaction testing and any retesting or recompact'ion
required. No jetting shajl be done prior to written approval
and direction of the Engirreer.
C, Maintenance of Backfill. Contractor to maintain in
satisfactory condition during the extent of the contract
and warranty period. All surface deterioration determined
to be the responsibility of the Contractor and a'l'l settlement
shail be repaired at once by the Contractor upon notice by
the Owner. All costs for repair and all liability as a
resuit of surface deteriorat'ion or settlement sha] I be the
responsibifity of the Contractor.
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4.OO QUALITY CONTROL - FIELD
4.01 Inspection and Testing. Inspection and testing to be
performed at the direction of the Engineer. Contractor to
cooperate ful'ly with a1 1 persons engaged in testing.
4.OZ Density Testing and Control
A. Reference Standards. Density/moisture relationships
to be developed for all soii types encountered according
to ASTI4 D69B or ASSHTO T99.
B. Field Testing. Testing for density during compaction
operations to be done on accordance with ASTM 02922 using
nuclear density methods.
C. Frequency of Testing. Conduct a minimum of one test for
each layer of specified depth of fill or backfili as fo1'lows;
Foundations: For each .|00 lineal feet or less of trench.
Slabs on Grade: For each 2,000 square feet or Jess of
building area,
Pavement and l,{alks: For each 2,000 square feet or less.All 0ther Areas: For each 5,000 square feet or less.
0. Retest'ing, In the event of failure to meet compaction
cri teria, Contractor shal'l re-excavate and rebackfill at
direction of [ngineer. A1'] retesting to be paid for by
Contractor and to be performed by soils testing firm
approved by the [ngineer.
5.00 SURFACT RESTORATION. A'11 er.isting surface 'improvenents and site
conditions d'isturbed or damaged during construction to be restored to
a condition equal to pre-construct'i on condition. All restoration costs
are considered incidental to excavation and backfill.
5.01 Improvement. Replace, repair or reconstruct all improve-
ments as required. l,lork will not be accepted unti'l restorationis accepted by Engineer and all affected property owners. Im-
provements include, by example, other utiljties' culverts,
structures, curb and gutter, mai] boxes, signs, etc,
5.02 Finai Grading. The Contractor is to re-establish existing
final grade or finish to fina'l grades as modified and shown on
the Plans. The Contractor is to backfill to proper subgrade
elevatjon with backfil'l material to allow placement of surface
improvements or materials.
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5:01 Roadr.rays. All roadrvays to be restored to original conditionwith rnateriai types removed. l{aterials and methods to conformto Section 026'l 0, Aggregate Base Course and Sub-base Course;
Section A261?, Hot Bituminous Pavement; and Port]and Cement
Concrete Paving. Additional requirements are:
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A. l4inimum base course materjal or depth gravel or hard
surface roadways to be B"
B. l4inimum bituminous surfacing to be 4,,.
C. ltlinimunr concrete paving to.be 6".
5.04 Placing Topsoii. P'lace previously stockpiles or imported
topsoil in all areas w'ithin the limits of the project not in-
dicated to receive subsequent foundations, slabs on grade, walks,or other appurtenances.
Prior to placing topsoil, repair previously constructed grades
as requ'ired to deyeiop section indicated upon completion of top-soil placement. After grading scarify areas t0 be topsoiledto a depth of at least 4". Perform work only during periods when
beneficia'l results are i'ikely to be obtained.
Uniformly disi.ribute topsoil on the designated areas and
evenly spread to a minimum thjckness of 4". Perform spreading
so that planting can proceed with little additional soil pre-
paration or tiiiage. Do not place topso'il when subgrade is
frozen, excessiveiy wet, extremely dry, or in a condition other-
wise detrimentaj to proper grading or proposed plant'ing.
TopsoiI shall be seeded, fertilized and mulched. See Sectjon
02820, Fin'ish Grading and Landscaping,
l,Ihere construction is through estabiished sod areas, topsoil
shal'l be repiaced prior to resodding. Areas requiring sodding
are indicated on the Pians. See Section 02820, Fin'ish Grading
and Landscaping.
6.OO I'IEASURIMENT AND PAYMENT
6.01 Structura'l Excavation and Backfill. Structurai excavation
and backfj'l 'l wjl'l be measured as the quantities shown on thep1ans. Exception will be when fjeld changes are ordered.
Structural excavation and backfill shail be paid for by the
cub'ic yard, to the nearest one-ira'l f yard. No separate- payment
shall be made for site preparation, clearing and grubbing or
topsoil renovaj and replacement, This work shall be paid for
as part of the excavation and backfil'l ing.
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02200-10
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6.02 Dewatering. Devratering shal 1 be paid for as a lump sum
and shali include furnishing and instal'ling ai'l equipment
necessary to operate and maintain a dewatering system and all
labor and appurtenances assocjated with the dewatering operation,
6.03 Unstable Materia'l s. Unstable material excavation shall be
paid for by the cubic yard, to the nearest one-half yard, as
defined by the actual volume of unstab'l e material removed, as
directed by the [ngineer and as measured in the fie'l d excavation.
Payment shali include excavation, disposal of excavated material
and backfil'l and backfill materjals necessary to bring excavation
to final grade.
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srcTI0N 0222.l
TRENCHING, BACKFILLING AND COI'IPACTION
I.UO GENERAL
1,0'l Scope. l,/ork to be performed under this section shall
include all labor, equipment, materials and miscellaneous
items necessary to perform all excavation, backfilling and
compaction of underground pipeline, conduits, cab'les and
appurtenances shown on the drawings and specified herein.
All work within the rights-of-way of the Colorado Division
of Highways, County Governments or l,lunicipa'l Governments
shal1 be done in compliance with requirements issued by
those agencies. All such requ'i rements shall take precedence
over these specifications. It sha'l 'l be the Contractor's' responsibiiity to secure ali requjred excavation pennits
and pay a'l I costs thereof.
1.02 Related I'lork Specified Elsewhere
Section 02555 - ldater Transnission and Distribution Lines
Sect'ion 026'12 - Hot tsituminous Pavement
Section 02610 - Aggregate Base Course & Sub-base Course
1.03 Field Conditions
A. Existing Utilities. Underground uti'lities known to
the Engineer have been shown on the p1ans. Locations are
approximate only and rrlay prove to be inaccurate. The Con-
tractor 'i s responsible for verification of existence, loca-
tion and protection of all uti'ljties in the wonk area.
Before conrnencing lvith work, the Contractor shall notify the
pub'lic utiiitjes of ali possible util'ities in project area.
The Contractor shall coordinate with these entities a'll ex-
cavation performed. The Contractor sha'l'l obtain all permits
required by utility owners.
In the event of damage io any existing ui,ility, the Con-
tractor shal 1 be sole'ly responsible for the repair and pay-
ment for repair of a'l 'l such darnage.
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02?21-l
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IThe Contractor shall make arrangements for and pay a'l I costsfor relocation of utiljt'ies requiring relocation as in-
di cated on the pl ans . Shoul d utj I ity obstructions , not
shown on the plans, be encountered and require relocation,the Contractor shaii not'i fy the 0wner and the [ngineer andshalj make arrangenerlts necessary for such relocition. The
0lmer shall pay the costs for such relocation.
B. Existing Improvements. The Contractor sha'l I restore orprotect from damage al'l existing improvements encounteredin performance of the work. improvements damaged as a re-sult of this vrork shal'l be restored to original conditionor better, as deterrnined by the Engineer. -
Adjacent property shal i be protected by the Contractor from
any damage. The Contractor shall be held solely liablefor any damage i,o adjacent property and shall be respon-sible for ali costs resulting from repair of such damage.
C. Soi'l Conditions. it shall be the responsibiiity of the
Contractor to examine soil conditjons and characteristics,
including the presence of groundwater that will be en-
countered lvithin the limits of excavation. Known 'locations
of extra-ordinary soil types and anticipated presence of
groundwater are slroyin on the p1ans, Absence of such infor-
nation does not inply such conditions do not exist but
sinrply thai they are not expected to exist,
1 . 04 P rotect i on of I'Jork
A. Safet,v. Ali excavation shail be protected by
barricades, ligh^us, signs, etc. as required by governing
federal , state and loca'l safety codes and regulations.
ts, Sheeting, Shoring and Bracing. llhere trench walls
are not excavated at a stabje slope, the Contractor shail
prov'i de and maintain sheeting sufficient to prevent cavjng,siiding or failure and property or bodily damage. Any
damage due to inadequate sheeting shall be repaired at
the sole expense of the Contrac[or.
Under normal construction conditions, sheeting shall be
removed as work progresses. Sheeting shali remain in-stalled jf directed by the Engineer or if pipe does not
have sufficient strength to support backfill based on
trench width as defined by the sheeting. Sheeting shall
not be removed after the start of backfilling.
Use of a movabie trench shiejd or coffin box wil'l not be
allowed vrhere pipe strength is insufficient to supportbackfill as defined by the trench wjdth after the trench
shie'l d is removed.
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022?1-2
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Tne Contractor shall be he'l d so1ely responsible for any
vjolation of applicable safety standards. Particular
attention js called to minimum requirenents of OSHA and
C0SH (Colorado Occupational Safety and Heaith).
C. Site Drainage. txcavation to be protected from surface
water at al l t'ines.
1.05 Blasiing, ilo blasting sha'll be permitted vrithout wnitten
consent of Engirreers. Biasting shajl be done only after Engineer
received permission from the appropriate governmenta? authority(s),
Blasting shall be perfornred on1y by properly licensedn experienced
individuals and in a manner such that no damage to any property or
persons vli1l occur due ejther to the blast or debris. A'l 1 damage
as the resu'l t of b1 asting shall be repaired, at the Contractor's
expense, to the satisfactlon of the Engineer.
All earth or rock ioosened by b1 asting shal'l be removed from the
trench prior to pipeline installation.
1 .06 Submi ttal s
A. $edding Material
I. Submit sieve analysis
B. Select Fill
1. Submjt sieve analysis
?. OO IIATERIALS
Pipe iine embedment material shall
classes as iisted belowl
A. Class A - Use where indicated on the p'l ans and where
improper trenching or unexpected trench conditions requireits use as determjned by the Engineer.
1. Characteristics - Concrete cradle foundation
densely cornpacted Class 6 aggregate base backfi'll.l2" above top of pipe, or densely compacted Class
aggregate granular foundation with concrete arch
to 6" above top of pipe.
ts. Class ts - Use for all p'lastic, clay and asbestos-cement...pipe under normal construction conditions.
2.0i Embedmeni l'lateri ai .
comply rvith the appropriate
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to
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cover
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l. Characterjstics - Shaped native subgrade with
densely compacted Class 6 aggregate backfill to .l2.
above top of pjpe, or densely compacted Class 6 aggre-
gate granu'l ar foundation of depth specified elsewlrerein ihis section wjth densely compacted Class 6 aggre-
gate backfill to j2" above top of pipe
C. Ciass C - Use for al i types of pipe not spec'i fied under
Class B vrhere norna'l construction conditions exist.
1. Characterjstics - 0ensely corrrpacted shaped native
subgrade foundation with densely compacted Class 4
aggregate backfill to 12" above top of pipe, or densely
compacted C'lass 4 aggregate granular foundation of depth
speciffed elsewhere in this section with densely com-
pacted Class 4 aggregate backfill to .l2" above top of
pi pe'
Bedd'ing Options - The shaped subgrade, as indicated above, shall
be acceptable for Class B and C embedment. However, 'if at any-
time the shaped subgrade does not meet the requirements i'l lustrated'in Figure I, the Contractor shall be required to provide a granuiar
foundation for the pipe'line.
2.02 Select Material. Subject to approval by the Engineer, select
rnateri al shal 'l be al I owed i n pl ace of the aggregate backf i I 'l for I
C'lasses B & C embedment as shovrn in Figure 1. t
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A. Characteristics
debris and organic
Pipel ine llateria]
Plastics, clay and
Abestos-Cement
Ai 1 0thers
- Soil materials free from rocks, clods
materlal, uniformly gia,led as-ioiiowit -'
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Gradation Limits
3/4 inch max. with less than
15% passing No. 200 sjeve
'l l/2 jnch max. with less than
20% passing No. 200 sieve
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2.03 Concrete for Emberlment. Sha'l 'l be 2000 psi concrete
(28 day cotnpressive strength). Reinforcement shall conform
to ASTM A'185 or ASTI'1 A185, Grade 40.
2.04 Backfili Material
A. Characteristics - l,iative materials free from debris,
organic maiter and frozen materjal. Uniform'ly graded
sufficient to allow proper compaction.
02221-4
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it. Gradation - i{o boulders greater than 6 inch cl jameter
in top 12 inches of backfi'il.
Genera'l 1y no bouiders grealer than 12 inch diameter in
remainder of trench. Lirnited number of boulders not ex-
ceeding 24 inch diameter to be allowed at discretion of
Engineer provided bou'l ders can be uniformly dispersed andwill not interfere in compactive effort.
3.OO METHODS ANIJ PROCEDURES
3.0'| Site Preparation
A. Clearing. Remove all vegetat'ion, si.unps, roots,
organic matter, debris and other misceljaneous structures
and materials from work site. Dispose of off-site,
B. Topsoil Removal. Strip existing topsoil from al'l areas
to be disturbed by construction. Topsoil to be stockpiled
separate'ly from excavated materia'l s.
C. Pavement Removal . Aspha'l t and biturninous pavements to
be cut to the ful1 depth of pavement with a vertica1 facein a straight line to the limit of excavation.
Concrete pavements to be saw cui to the ful l depth of
paveilent with a vertical face jn a straight line to the
'l imi t of excavati on.
All pavement removed shall be disposed of off-site. Broken
pavement not to be used in backfill material .
3.02 Trench Excavation
A. Limits of Excavation. Trenches to be excavated along
lines and grades shown on the plans, or as modified in the
field by the Engineer. Trench widths to be measured 12
inches above top of pipe,
Flinimunr of trench width to be the outside diameter of the
pipe or conduit plus l6 inches.
Maximum trench width to be the outside diameter of the
pipe or conduit plus 24'inches for all p'ipes or condujts
w'ith outside diameter of 24 inches or less, and pJus 30
inches for all pipes or conduits with outside diameters
greater than 24 inches
If maximum trench width is exceeded,
at his expense, higher strength pipe
cluding concrete at the direction of
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Contractor wi'11 provide
or special bedding in-
the [ngineer.
02221$
Trench excavation not to be completed more than ]00 feet in
advance of pipe insta1lation. Backfill to be completed
within ,l00 feet of pipe instailatjon.
B. Groundwater Control . Contractor to maintain faci'l ities
on-site to remove all groundwater from trench and keep water
belovl Lhe trench bottofr to a point such that a firm base for
p'ipe or conduit'installation exists. Facilities sha'll be
maintained until all concrete js cured and backfilling is
in place at least 24 inches above antic!pated water 'levels
befbre yrater remova'l is discontinued all water remova] shall
be subiect to approval by the Eng'ineer.
Removal of water by bucketing, sump or trench diversions,
interinittent pumping, or sump or submersib'le pumps,is-
ions'i dered intidental to trench excavation woi'k. Inc'l usion
of a bid item for dewatering indicates dewatering by con-
t'i nuous pumping, weii-point-type systems is expected. If
such devtatei^ini system is required, in the opinion of the
Engineer, this-wo-r'k to be paid for as indicated in the bid
scheduie, or if not included in the bid schedule to be con-
sidered extra utork paid for a price negotiated between Con-
tractor and 0viner prior to the start of dewatering.
C. Stockpile [xcavated l"laterial . Excavated material to be
stockpileb so as not to endanger the work or pubfic;1fety'
l'lai ntb i n exi sti ng vehi cu'lar and pedestri an traf f i c wi th
mininrum disruptj6n, l'laintain e'ergency access a'd access to
existing fire hydrants and vrater va1 ves. i'laintain natural
dra'i nage courses and street gutters-
Backfi'll material to be segregated from stockpiied topsoil
and unusab'l e backfiI'l materials.
D. txcavation for Appurtenances. Excavation to be done in
accorclance with these specifications and as shovin on the
plans. Adequate working clearances to be maintained around
appurtenances. Provisjons for base and bottom preparation
shall apply to all appurtenattces.
Precautions to be taken to naintain trench vridths in the
vicinity of adiacent pipelines and conduits.
3.03 Bottom PreParatiorrs
A. Undisturbed Foundation. Hhere soils are suiiable and
have adequate strength, bottom to be graded and lrand-shaped
sucn that pipe barr6'l rests uniform'ly on undisturbed.soil 'All rocks or'stones which may resu'l t in a point bearing on
the p'i Pe shalj be removed.
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Undisturbed graCes shall be wjthin 0.J feet + toierance.
Soils for firrai pipe grade piaced within theie iimits may
be native materials, hand compacted to 95% maxirnum densities.
B. tseil Holes. l,laterial to be removed to allow installation
of ail fitting and joint projections without affect'ing place-
ment of pipe.
C" 0verexcavation. Whenever trench is overexcavated aore
than .l.0' to eiiminate point bearing by rocks or stones 0r
when undisturbed grade tolerances of 0..|' are exceeded,
the Contractor is to re-estab'l'ish grade using appropriate
bedding materiai. Compaction shall be to 95% maximumdensity. All work to re-estab'l'ish grade shall be at the
Contractor's expense.
D. Unstable l,{ateriajs. Materia'ls which are not capable of
supporting superimposed loadings are defined as unstable
materiais. Should unstab'le materials be encountered during
excavation, immediately notify Engineer, If in the opinionof the Engineer, unstable soil excavation is requ'i red and
the Contractor could not have reasonably been expected to
discover the existence of such materials during hjs site
investigation, then a contract price for Unstable Soil
Excavation sha'l i be negotiated between 0wner and Contractor.
llo payment shal'l be made for materials excavated prior to
notification of Engineer and negotiation of payment for
extra work,
Inclusion of a bici item for Unstable Soil ExcAvation in-
dicates such excavation is ant'i cipated. The Contractor is
to notify the Engineer prior to any unstab'l e sojl excavation;
no payment shall be made for excavation prior to notificationof Engineer.
E. Rock Excavation. Rock excavation shail be defined as
removal of boulders in excess of one (1) cubic yard or
solid or fractured rock, vrhich makes hand shaping of the
bottom 'imposs'i b1 e and which require techniques, such as
biasting 0r jacking for remova'l , other than those whjch are
being employed by the Contractor or are normal ly used in
trench.excavation, such as backhoesi trenchers, draglines"etc. Should unant'i cipated rock conditions be encountered,
innnediately notify the tngineer. If jn the opinion of the
Engineer, rock excavation is required and the Contractor has
in fact made a diligent and determined effort to remove the
material using normal excavation procedures as stated above,
and the Contractor could not have reasonab'ly been expected to
determine the existence of such material during his site
investigati0n, then a contract price for Rock Excavation
shail be negotiated between the Contractor and the 0wner.
No payment shalj be made for excavation performed prior
to determination of a negotiated price.
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0?221-7
Rock shall be removed to a 4" depth belovr grade. Additionally,all rock loosened during jacking, blasting, etc. shall be
removed from the trench. For payment purposes, maximum trench
width to be paid for shail be as defined in Section 3.02, A.
l.iaxjrnurn depth to be paid for shall be 12" below requiredgrade. A'l I overexcavation sha'l 1 be repiaced as specifiedin Seciicn 3.02, C.
Inclusion of a bid item for Rock Excavation'indicates such
excavation is anticipated. Contractor to notify Engineerprior to any rock excavation; no payment shall be made for
excavation prior to notifjcation
3.03 Backfi'l'lin9
A. Tamping Equipment. Except inr.mediately next to the pipe,
mechanical or air operated tamping equipment to be used.
Hand equipment such as T-bar to be used next to pipe if
necessary. Care to be taken when compacting under, along-
side and immediateiy above pipe to prevent crush'i ng,
fracturing or shifting of the pipe. The Contractor is to
note densities required for materiajs being backfi'l led and
shall use appropriate approved equipment to obtain those
densities,
B, l'loistrire Control . Genera'l 'l y maintain moisture of
backfi'l i niaterial vrithin + ziL ;f optimum moisture content
as determjned by ASTM D696. Fiaintiin closer tolerances
as needed to obtain densities required.
C. Cornpaction. l4ax'imum density (.l00%) based on ASTI'I
lJo9B or AASHO T99.
1. tsedding llateria'l , 'including material used for
overexcavation of any kind: 95%.
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2. Sel ect l"lateri al :
3. Backfill beneath
roadways, sidewal ks,
improvemenis: 95%.
q6cl
existing or proposed pavement,
curbs, utility lines and other
4, Backfjl'l lvithin pubf ic or designated rights-of-way:
951i or as shovln on the Plans.
5. Backfill within undeveloped, green or undesignated
areas : 85'I.
D. Piacing Backfijl. The maximum loose lifts of backfiil
materi al to be as fo1 lovls: Use smaller lifts vrhere necessary
to obtain required densisites.
02221-8
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1. Bedding anC select material: 6".
2. Backfill l,laterjal: 24" where 95ii compaction required.
48" where less than 95% compaction required.
E. tsackfilling Appurtenances. Backfilling to be done
genera'lly at same time as adjacent pipeiines. Backfiliing
procedure to confornr to this section. Use special tech-
niques or materials as shown on Plans.
F. Disposal of Excess Excavatjon. Contractor to dispose of
excess excavation off-site. Excavation may be wasted on-site only if approved by the Engineer and sha'l'l be done at
the direction of the Eng'ineer. Disposal in any case shall
be the sole responsibi'l ity of the Contractor.
G, Jetting. JetLing and water inundation are generally
not permitted methocis of compaction. The Eng'ineer may
allow jett'ing under certain fiejd conditions. Techniques
including depth of lifts, amount of water to be used,
penetration of hose jet, etc., shall be at the direction
of the Eng'ineer. No jetting will be allowed on naterialsyrith a 200-minus gradation of greater than 'l 5%. Con-
tractor shal1 pay cost of al'l water used, soil classifi-
cation testing and compact'ion testing and any retesting
or reconpaction required. I'io jetting shail be done prior
to written approval anC directjon of the Engineer.
H. I"laintenance of Backfill. Contractor to rnaintain in
sat'i sfactory condition during the extent of the con-
, tract anci warranty period, A'l j surface deterjoration
determined to be the responsibility of the Contractor
and all settlement shal'l be repaired at once by the
Contractor upon notice by the 0wner. A1 I costs for
repair and al'i liability as a result of surface deteri-
oration or settlement shall be the responsibiiity of
the Contracior.
3.04 Surface Restoration. A1 1 existing surface improvements
and site conditions disturbed or damaged during construction to
be restored to a condition equai to pre-construction condition.All restoration costs are considered incidental to excavation
and backfiil.
A. Improvement. Replace, repair or reconstruct ail
iniprovements as required. Work will not be accepted
unci'l restoration is accepted by Engineer and al1 affected
property o\,rners. Improvements include, by example, otherutiljties, culverts, structures, curb and gutter, mail
boxes, s'igns , etc.
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IB. F'inai Grading. The Contractor is to re-establish ex-isting finai grade or finish to final grades as nrodjfied
and shown on the Plans. The Contractor is to backfillto proper subgrade ejevation vli th backfill material to
allovr placement of surface improvements or materials.
C. Roadways. Al 1 roadways to be restored to orig'inai
condition wjth materjal types removed. Materials and
methods to conform to Section 026.|0, Aggregate Base
Course and Sub-base Course; Section 02612, Hot
Bituminous Pavement; and Portland Cement Concrete
Paving. Additiona'l requirements are;
l. Flinimum base course material or depth gravel or
hard surface roadways to be B"
2. I'linimum bitum'i nous surfacing to be 2".
3. Minimum concrete paving to be 6".
D. Topso'ii' Seeding and Sodding. Replace topsoil
removed and stockpiled during construction. If top-soil is to be imported, minimum depth of topsoil to
be 5".
Topsoi:l shall be seeded, fertilized and mulched. See
Section 02820, Finish Grading and Landscaping"
Where conttruction is through estab'l ished sod areas,
topsoil shall be replaced prior to resodding. Areas
requiring sodding are indicated on the Plans. See
Section 02820' Finish Grading and Landscaping.
4.00 qUALITY CO|ITROL - FIILD
4.01 Inspection arrd Testing. Inspection and testing to be
performed at the direction of the Eng'ineer. Contractor to
cooperate fully with a'l'l persons engaged in testing.
4.02 Density Testing and Conirol.
A. Reference Standards. Density/moisture relationships
to be developed for a'l 'l sojl types encountered according
to ASTI4 D69B or ASSHO T9.
B. Fieid Testing. Testing for density during compact'ion
operations to be done in accordance with ASTI'I 02922 using
nuclear density methods.
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02221-10
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C. Frequency of Test'i ng. l,li nimum of one (l ) test every
250' of trench or as direcied by Eng'ineer. Contractorio excavate to clepths required by Engineer for testing
and backfill test holes io density specified. Testingto oe paid for by 0r'rner.
D. Retesting. In the event of fajlure to meet compactioncriteria, Contracior shalI re-excavate and rebackfill at
directjon of Engineer. All retesting to be pa'id for by
Contrac-uor and to be performed by soils testing firm
approved by the Engir:eer.
5,OO I4EASUREI'1EI1T AND PAYI{ENT
5.01 General. iio separate paynent shall be made for trenching
and backfiiling operations or relaied operations as specifiedherejn. Al 1 such work sha'l I be paid for as part of the associatedpipeline insta'liation and shall be paid for as specified in those
sectjons of the specifications.
5.02 Dewatering. Dewaterjng shal1 be paid for as a iump sum andshali include furnishing and installing all equiprnent necessaryto operate and maintain a ciewateri ng system and all labor and
appurtenances associated wjth the dewatering operation.
5.03 Unstable l'lateria'l s. Unstable material excavation shall be
paid for by t.he cubic yaro, to the nearest one-hajf yard, as
defined by the actual volume of unstab'l e material removed, as
directed by ihe Engineer and as measured fn the field excavation.
Payment shall 'i nclude excavat'i on, djsposal of excavated materia'l
and backfill and backfill materials necessary to bring excavation
to finaj grade.
5.04 Rock Excavation. Rock excavation shall be paid for by the
cubic yard, to the nearest one-half yard, as defined by the
actual volume of rock removed, as directed by the Engineer and
measured in accordance wjth Section 3.02 E. Paynent sha'l j in-
clude excavat'i on, disposal of excavated materiaj and backfill
and baqkfill materi al necessary to bring excavation to final
grade.
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02221-11
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sECTIOil 02520
DRAII'IAGE PIPE
I . OO GEI{ERAL
1 r'!1 C^nn^ tr^Hlr ,,hr^- +L;- -^^+:^- i-^1,.1^- 3,.--i-tr.vr J,-ups. tJork under th'i s seclion includes furnishf ng, in-
stalling, cleaning and testing drainage pipe (including culverLs),
bands, collars, inlet sections, outiet sections and al 1 other
items appurtenant to drainage pipe.
I.02 Reiated l,jork Spec'if i ed Il sewhere
02221 - Trenching, backfilling and compaction
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1.03 Protection of tlork. All pipe and appurtenances shall be
carefu'l ly handled, stored and protected in such a manner as to
prevent darnage to materjals and protective coatings and linings.
At no time shail such rnaterials be dropped or dumped into trench.
Precaution sha'l 1 be taken to prevent foreign matter from entering
the pipe and appurtenances prior to and during installation. P'lace
no debrjs, tools, clothing or other nraterial s in the pipe during
installation
At such time as pipe installation 'i s suspended, either temporarily
or over night, the open end of the pipe shall be plugged to pre-
vent entrance of trench water, debris or foreign matter.
If, in the opinion of i,he engineer, the contractor is incapable
of keeping the pipe free of foreign matter during installation,
the engineer sha1 1 require the contractor t0 cover the pipe ends
wi'th c1ose i'roven bags unti'l the start of the jointing operation.
2.00 MATERIALS. Tlris item covers the types of materia'l that will be
required for the construciion and insta'llation of drainage pipe. All
materials used shail be new and the best quality avai'lable. All rnaterial
used shal'l be jn accordance with applicabJe standards of the American
t'lational Standards Instjtute (ANSI), the American Standards Association
(ASA), the Anerican Society of Tesling and l"laterials (ASTM) and the
American Association of State Hjghway Offjcia'ls (AASH0).
?.01 Corrugated l'1eta1 Pipe. Corrugated metal pipe (CMP) and
connectors sha'l I be manufactured and inspected in conformance
with the requirements of AASHO l'l-36, AASH0 M-136 and as specified
herein. The size, type, shape and gauge of the pipe to be fur-
nished sha1l be as shown on the p'lans. All pipe shall nnet with
the minimum requirements of the Colorado State Highway Departrent.
02520- I
In all cases, corrugated metal pipe shall be
unless otherwise specified or called for on
minirnurn gauge shal l be .l6.
3.trir METH0US AND PR0CEDURES
zinc coated {ga'lvanized)the drawings. The
3.01 Excavation and tsackfi'11. Excavation and backfill shall be
performed in accordance with tire requirements of:
Section A2221 - Trenching, backfilling and compaction
3.OZ Cleaning and Inspect'ion. Clean all pipe and appurtenances
thoroughly of a'l I foreign materiai and inspect for cracks, flaws
or other defects pri or to i nstal'l ati on. I'lark al I defecti ve,
damaged or unsound materi als with bright marking crayon or paint
and remove fronr job-site.
3.03 Pipe Insta'llation. P.ipe shall be laid in straight sections
except as noted on the p'l ans. Jointing of the pipe sha11 be made
in accordance with the directions of the manufacturer of the pipe
and the nanufacturer of the coupling. End sections shall be in-
sralled as per the manufacturer's recommendations.
3.04 Pipe [mbedment. Pipe shal'l be bedded in accordance with the
requiremetits of:
Section U2221 - Trenching, backfiiling and compaction
Pipe shal'l be beclded in a Class C embeciment.
4.00 TESTING. All drainage pipe shal1 be tested by the contractor
under a program nutual1y deterrnined by the engineer and the contractor.
Ai1 equipnent, labor, maierials, too'l s and suppiies required for the
above testing program shal1 be furnished and insta'l 'led by the contracior.
Tire contractor shall take ajl necessary precautions to prevent anyjoints from drawing, or other damage to the system while the pipe orits appurtenances are being tested. He shall.' at his of.,n expense,
correct any excess leakage and repair any danage to the pipe and its
appurtenances or to any structures indicating by or resulting from
ttrese tests. If any section tested fails the test,'it shall be re-
paired or replaced and re-tested at the contractor's expense, until
the comp'leted instal'l ation is acceptable.
5.00 I'IEASUREI4ENT ANU PAYI'IENT. Drainage pjpe will be measured and pai<i
for by the lineal feet furnislted and installed. The contract unit
price for drainage pipe shall include excavation and backfi'l i, the
furnishing and installing of ali pipe, bedding, fittings, thrust blocks,
cesting and any other appurtenances in accordance with the plans and
spec i fi cati ons .
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I425?0-2
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s[cTI0li u2540
TROSION CONTROL
.|.00 General
I.0.I Scope. Work under this section includes furnishingall iabor, equipment and materials necessary to place a
protective covering of erosion-resjstant material on the
slopes of embankments, at drainage pipe (inc'l uding culvert
pipe) inlets and outlets, on the bottoms and side slopes
of channels and at other locations shown on the plans.
Items inc'l uded under this section are: rip-rap, gabions,
slope mattresses, fiiter blanket, concrete lining for
drainage svlales and concrete drivevray entrances.
1,02 Related Work Specifieci Elsewhere
Section 0330C - Cast-ln-Place Concrere
2.00 lnlateri a'ls
2.01 Rip-rap. Rip-rap shall consist of hard, dense, sound
rough fractured stone as nearly cubical as practicable. The
stone shali be resistani, to rveathering and io water action.
Thin siab type stones and flaking rocks shall not be used. ?
The stone shall have a specific Arav'ity of at least 2.25 lb,lft.".
Broken concrete may be used for rip-rap if approved. Stone
shall be we'll graded in order that the vo'ids can .be fi1led
and at least 50 percent of the rnass shall be stones equal
to or larger than the stone size cal led for on the p1ans.
Stone size shail not be iarger than the thjckness of rip-rap.
2.OZ Gabions and Slope l,lattresses. Gabions and s'l ope
mattresses shall be in conformance with subsection 71?.09
of the Colorado Djvjsion of Highways Standard Specifications
for Road and Bridge Construction. A'l:l wire shall be gal
vanized unless PVC coating is caijed for on the drawings.
R'ip-rap filler shall consist of hard, dense, sound, rough
fractured stone as neariy cubical as practicable. The stone
sha'l I be resistant to weathering and to water action. Thin
slab type stones and flaking rock sha1l not be used. The ?
stone shall have a specific gravity of at least 2.25 1b.lft.".
The rip-rap sha'|1 be the following sizes:
Stone S'ize
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Gabi ons
Sl ope l4attresses
4" to B"
3" to 4"
02540-t
2.03 Filrer Blanket. A filter blanket shall be placed under
a'l I rip-rap, gabions and slope nlattresses. The fijter
blanket may be ejther a plastic filter fabric or a stonemateriai. Plastic filter fabric shall be woven cloth of
either polyviny'l idene chloride or polypropylene monofiJa-
rneni yarns, wjrh a minimum thickness of l5 mils. Storre
material shall be a porous, free draining materjal con-
sisting of sand, gravel , cjnders, slag, crushed stone or
other approved free draining material r,,ith the foilowing
gradati on:
Sieve Designation
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i'lo. 4
l.lo. 200
100
20-65
1-'10
2.04 Re'inforced Concrete. Concrete and reinforceiment for
lined drajnage swales and driveway entrances shalj conform
with the requirements of:
Section 03300 - Cast-In-PIace Concrete
Air-entrai ni ng cement sha'l I be used.
3.Ud I'lethocls arrtr Procedures
3.0.l Rip-rap. Rip-rap sha'li be placed in confonnance
with the lines, grades and thicknesses shovJn on the plaris.
The stones siral'l be distributed so as to produce a fairly
compact, nell graCed layer with ihe minimum practicable
void space. The iarger stones sha'll be evenly djstributed
throughout the material. The rip-rap shall be pjaced by' hand or viith the aid of nieciianjcal equipment so as to meet
t,he requirements of this specificaiion.
3"AZ Gabions and Slope i,lattresses, Gabions and slope
mattresses shal'l be placed jn conformance with Subsection
506.04 of the Colorado Divisiorr of Highnays Standard
Specifications for Roaci and Bridge Construction. Rip-rap
rnaterial shall be placed in c'lose contact in the unit so
that naxjnuin fill is obtained. The units may be filled
by rnachine wii;it sufficient hand work to accomplish require-
rnents of this specification. To avoid local deformation,
no gabion shall be fi'l led to a depth greater than one foot
more than adiacent gabj ons.
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02540-2
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If the iength of the gabion exceeds its width, the unit shall
be eqr.rally divided by diaphgrans of the same mesh and gauge
as tlie boay, into cells vli th a iength less than or equa'l to
the rvirith. A'l i perineter edges of the gabions shal I be
securely selvedgeri or bound so that the joinis formed have
approxinateiy the sanre strengtli as the body of the mesh.
3.03 Fijter Blankei. Piastic filter fabric shall be piaced
on a reasonabiy smooth, uniform s1ope, free from debris or
projections which could damage the filter material. The
fabric shall be 'loosely lajd (not stretched). Adiacent
strips shalj overlap by a n'initnunt of tla feet. Vertical laps
shall be made with the uphill layer on top. The fabric
shali be anchored in place as necessary to prevent disp'lace-
ment, Any plastic fiiter mar,eria1 damaged or dispiaced before
or during rip-rap piacemerrt shall be replaced or repaired tc
the satisfact'ion of the [ngineer at the Contractor's expense.
sha'l I be p1 aced on the prepared slope
segregation of material , The thickness
layer sha11 be as designated on the
gasket lvater stops shall be
tineci drainage svlales.
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3.04 Reiriforced Concrete, Concrete and reinforcement for
lined cirailrage swales anci drjvet'ray entrances shali be placed
'in accordance witlt tlte requirements of :
Secti orr 0 33rr0 - Cas i:- I ri-Pl ace Concrete
Expansion joinis uith rubber
placeci every i5 feet itt the
4.00 I'ieasurernent and Paymetrt. Al 1 eros j on control i tems sha j i be
paid for at the contract unit price per unit of measurement Iisted
be I or'i :
Tirrm Lini t of l,leasurement-*TuEiT*YarT
Sguare Yard
Cubic Yard
Cubic Yard
Cubic Yard
Lineal Foot
Graded stone rnaterial
or area so as to avoiri
of the filter blanket
draw'i ngs .
Ri p-rap
Plastic Filter Fabric
Stone Fi'l ter l'lateri al
Gabi ons
Slope f4attresses
Concrete L'ining of Dra'i nge Swaies
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Tne contract unit price for each item shall include the preparation
of the subgrade, and aJl rnaterjals, 'l abor and equ'ipment.necessary to
p1 ace a'l I ;rosion control items in accordance with the drawings and
these specifi cations
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c2540-3
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sEcTrOir 02555
i^JA.TER TRANS|'II5SI0N Ai,lD DISTRIBUTI0N LINES
.l.OO
GENERAL
1.01 Slope. Work under this section shalj include furnishing,
insta'l'ling, disinfecting and testing of ail items appurtenani
to raw water and potable water transmission and distribution
pipel'ines.
.l.02 Reiated l,lork Specif ied Elsewhere
Section 0?221 - Trer:ching, Backfill ing & Compaction
Section 02610 - Aggregate Base Course & Sub-base Course
Section 0261? - Hot tsituminous Pavement
1.03 Submiitals. Product data including catalog sheets and
descriptive ljterature shall be submitted for all materials
and equipnient specified. Submittajs shall state manufacturer's
compiiance wjth ail pubiisited standards referenced herein.
1"04 Proiection of i,Jork. A'11 pipe fii,tings, val'/es and equip-
ment shall be carefuli3' handled, stored and protected in such
a nanner as to prevent cianage to materiajs arrd protect'i ve coatings
and finings. At no tjme sha'l 'l such materials be dropped or
dumped into trench.
Precaution shal'l be taken to prevent fore'ign matter front entering
the pipe, fittings and valves prior to and during instaj'lation.
Place no debris, tools, cloih'ing or other materja] s in the pipe
duri ng i nstal I ati on .
At such time as pipe insiallatjon is suspended" either temporariiy
or overnight, 'uhe open end of the pipe sha1l be sealed r'rith a
watertight plug to prevent entrance of trench water, debrjs or
foreign matter.
Under rro circumstances shall trench water be allowed to enter
the pipeiine. flhen vtater is present in the trerich, the sea'l
shalJ remain in p'lace unti'l such tine as the trench is pumped
dry. Whenever trench water becomes evident, adequate rneasures
shall be taken to prevent pipe f'loatation.
If, in the opinion of the Engineer, the Contractor is incapable
of keeping the pipe free of foreign matter during instal'lation,
the Engineer shal1 require the Contractor to cover the pipe ends
witlr close woven bags untjl the start of the iojnting operation.
02555- 1
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2.00 MATERIALS. This itern covers the types of mateirials that will
be required for the constructicri and installaticn of $Jater lines, AI'l
materia'l s used shall be newn of the best quality avai'l'able and con-
fonr with applicabie standards as indicated herein,
2.0'| Ductile lron Pipe and Fitiings
A. Ductile Iron Pipe
1. Refercnce Standard - ANSI 21.sl/At,,dl.IA Cl512. Thickness Class - 523. Specia'lties - Conductivity straps for eachjoint for cathodic protect'ion
B. Fi tti ngs
'l . Type - As sholvn on the plans2. Reference Standard - ANSI/A|^J!,'IA Cil0 for flanged,
mechanical jo'i nt and push-on jojnts
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Material - Grey iron
Pressure Rating - 250 psi
shown on p'l ans
un less otnerw] se
suppl i ed for a'l I
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I5. Lead tipped gaskets to be
pusl'-on f i ttings.
C. Joints
I . i4echani cal , P,eference Standard - ANSI A 2'l .'l 1l
At,ti^lA cl11-722. Push-on, Reference Standard - ANSI A 21..l.I/Alll-lA
c111-7? "3. Fjanged, Reference Standard - AIISI B 'l 6..l, C'l ass
250
U. Protectj ve Coati ngs
l. Underground Service - Manufacturer's standard
bjtuminous coaiing - minjmum I mil thickness.
E. Protective Lining
l. Type - Cement mortar?. Reference Standard - ANSI A 2l.4lAl,lllA C104-643. Thickness - Standard
2 -02 Fi re llydrants
A. Dresser Style 129 - Dry
l. Reference Standard -2, Out'let Size - one 4
Barrel Type
A|,lI.lA C502-73
1/2 inch, tlo 21/2 inch
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02555-2
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Hydrant Size - 5 1/4 inchInletSize-6inch
0peration - 1 1/2 inch pentagona'l nationa'l standard
operatirrg nui, open counterclocklise (open-'l eft).
Special Features - direction of opening, outlet
threading and color per requirement of loca'l fire
depar brnent7. Depth of Bury - 7 1/2 teet unless otherwise shown
on plans8. Additional Requirements - Furnish hydrant complete
with ductile iron pipe and tee, 6 inch (6") re-
strained rnechanicai joint or fianged gate valve
and thrust blocks9. Traffic Model
2.30 Vaives
A. Gate Valves
1. Size - As shown on plans2. Reference Standard - Rl,lWn C500-713. ltyle - Iron body, bronze mounted, non-rising stem
{open-left)-4. Pressure Rating - 200 psi unless otherwise shown on
p'l ans
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i B" 0utterf'ly Val yes
l. Size - As shown on plans2. Reference Standard - Al^lWA C504-703. Style - Iron body, countercJockwise operator (open
left)4. Pressure Rating -
on plans5. Gear operated
2.04 Valve Boxes
250 psj unless otherwise shoL,n
1 " Materi a'l - Cast Iron2. Size - 5]/4 inch diameter3, Type - Two piece adjustable screw type4. Cover - Deep socket type with the word "water"
cast jn the top
2.05 Backflow Prevention Devices
A. C1 ayton Model "D" or equal
1. Type - Double check valve type2. S'ize - As shown on pians
02555-3
3, Reference Standard - Al"Jl{A C506-694, Pressure rating - 150 psi vrorking5. Additiona'l Requirements - Concrete vau'lt installa-tjon (see p'!ans).
2.06 Combination Air Release Valves
A. APC0 l4odel l45C or equal with large orifice
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J,UU METI-IODS AND PROCTOURES
3.0i Excavation. Perform
requirements ofl
'l . Size - As shovrn on2. Style - Iron body,3. Pressure Rating -
pl ans
stain'less steel float
300 psi working
excavation in accordance with the
Sect'ion 02221 - Trenching, Backfilling and Compacting
3,02 Verification, Verify dimensions and class of aii existing
and proposed pipe, valves, fiii.ings and equipment prior to in-
stallation to jnsure the piping system will fit together properly.
3.03 Cleaning and inspection. Clean al'l pipe, fitt'i ngs, ualves
and related maleria'l s thoroughly of al1 foreign material and in-
spect for cracks, flaris or otiier ciefecis prior to installation.
Mark ail defectjve, rjamaged 0r urrsound rnaterials with bright
marking crayon or paini and remove from job-site.
The contractor shall take all necessary precuations to pre-
vent any construction debris fiom entering the water lines during
construction of vrater lines and appurtenances. If this debris
should enter ihe distribuiion system, the contractor shal'l
furnjsh all laoor^ and materjal necessary to clean the system.
Under no circumsiarices wi'l I the ccntractor flush the debris
'i nto an exist'ing distribution system.
3.04 Pipe Enbedment
A. Placing embedment niateria'l - refer to Section 02221
for placenent methods.
B. Enbedment C'l asses - refer to Figure I in Section 02221
for embedment materials for each class iisted below,
Class A - Use where indicated on the plans and where
improper trenching or unexpected trench conditjons
require its use as deterrnjned by the engineer.
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025 55-4
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Class B - Use for all PVC pipelines.
Cjass C - Lise for all except PVC pipel ines.
Bedding Options - The shaped subgrade bedd,ing shall
be acceptab'l e for CJass B and C enbednent. However,if at any time the shaped subgrade does not meet the
requirements illustrated in Figure 'l , the contractorshall be required to provide a granular foundationfor the pipeline.
3.05 Pi pe Instal lati on
A. f'lethodology - Pipe shal'l be laid in straight section
vrith bell ends facing the <ijrection of laying unlessI othervrise directed by the engineer. Where pipe is laid
on a grade of ten percent ('l 0%) or greater, the installation
sha11 procee<i uphill with the bel'l ends facing upgrade. The
pipe1 ine sha'l I be instajled so that a continuous positive
or negative grade is naintained between high and low points
to avojd air pockets. Jointing of the pipe shall be madein accordance with the directions of the manufacturer of
the pipe and the manufacturer of the coupling.
The p'i pe shail be brought io correct line and grade, and
secured in piace wjth the specified bedding nraterial as
directeci in Section 02221 ,
I. Pipeiine Depth - As indicated on pians.
C. Concrete tncasenlent - Install concrete encasenent
where 'i ndicated on the plans or as required by other
sections of this specification.
3.06 Instal I ai'ion of Pi pe1 ine Appurtenances
A. General. Instal l al'l vajves, meters, manholes and
other equipmenf appurtenant to pipeline at the locationsjndicated on the dra*ings or as otherwise designated by
the engineer t0 acconmodate field conditions. Record
"as-bui lt" measurenents prior to backfiII referencing all
appurtenant equjpnent co the nearest permanent surface
i mprovemerrts .
B. Installarion of Valves, Insball valves in the pipe-
line in the same manner specified for laying and jointing
the pipe and in accordance with detajls included in plans.
C. Valve Boxes. Except where specifjed otherrvise, jnstall
valve boxes on all buried va] ves. Install boxes such that
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02555-5
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no stress is transmitted to the va] ve. Set boxes plumb
and directly over the valve wjth the top of the box pl aced
flush with the finished grade. Eackfi'l'l and thoroughly
compact around each box, Provjde extended stems on valves
witere required such that the operaring nut is not jower
than four feet (4') below finished grade.
D. Reaction Anchor and Blocking. Concrete thrust blocks
shall be provided, as shovin in the detai'ls included with
the plans, for al'l tees, el bows, pl ugs , reducers , val ves,fire hydrants and crosses if one or more sides of the crossis plugged. The bearing area of the block shall be at
least equal ts that slated on the following tables. The
bearing surface shall be aga'inst undistur:bed earth. The
b'lock shall be p'laced normal to the thrust as shswn on the
drawings. Concrere for thrust blocks shall have two
thousaiid (2000) psi compressive strength.
I'lINIMUI'I THRUST BLOCK BEARIIiG ARTAS
Expressed 'in Square Feet)
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taDle A
tup-E-780' psi )
Vaives & Fire Hydrants
Plugs, Tee or Cross
90'tlbow
4b - L. lDol{
22 1/2" Elborull ll4" tlbow
Reducers 16 x
14x
12xl0 x
8x
Nomi na J68 Size {Inches)12 14
Pi pe
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See Detail Sheet
?n
1A
|,.,
1B. B
ql
EA
6.8
2.6
l.d
3?.4
| 5.8
4.1
02555-6
t,a
1A
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1t.8
16.6
v, I
4.6
1.5
28. 0
19.2
I t.o
5.2
1n 1
1]1 I
4.U
1? n
7.9
14.3
/U. J'll .0
2.8
9.4
4.3
'l 9.3
27 .2
14.I
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3.8
35 .2
| 3 -U
9.1
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Table B
(up-To'-350 psi )
Plugs, Tee or Cross
90' Elbow
45' Elbow
22 112" Elbawl'l 'll4o Elbow
Reducers 16 x
14 x
12xl0x8x
Nom j na'l Pi pe Si ze ( Inches )8 't0 12 14 16t
17 .7
?q n
I 3.7
7
22.7
13.9
!_1
25.0
tv.J
9.8
4.9
tb.J
1.5
33.8 43.847.6 6.i.625.7 3r. 312.1 .l7.0
6.7 8, 6
8.7
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3.0/ Connection to [x'isting l,iater Faci l ities. f,lake connect'ions
between nerv rvork, and existing piping as indicated on the plans
using suitable fitt'i ngs for the cond'i tions encountered. lviake
each connectjon at a tjme and in a manner authorjzed by the
engineer vrhich vlill least interfere wjth service to customers-
Provide faciljties for proper dewalering and djsposal of all
water from dewatered lines and excavat'ions vrithout damage to
adjacenl property.
Take a'l i precautions to prevent contamination when naking
connections to existing potable water ljnes. No trench water,
mud or other contaminating substances shall be permitted to
enter the pipel ine.
Swab the jnterjor of al'l ne'rr pipe, fittings and va'l ves jnstalledjn the existing pipeiine vrith a 5 percent (50,000 ppm) ch'loride
solution prior to jnstallation. After the connectlon is completed
flush the main to remove a'l i contaminated water.
3.08 Protection of l,,later Supplies. Water Iines sha'll be located
a minimum of ten feet (.|0') horizontaily from existing or pro-
posed sevrer mains. Wherever the sewer line crosses above or
within e'i ghteen inches ('l B") beneath the water mains, the sewerjine sha1l be made'impervious by either of the two methods listed
belorv:
'l . Twenty feet of cast iron v;aler pjpe shall be used for
sevrer pipe anci centerecj over the water main, The joints
bet'rieen the sewer pipe and the cast iron pipe shall be
encased in a concrete coijar at least six inches (6")
on either side of rhe joints.
2. The sewer pipe shajl be rejnforced wif-h concrete
encasement. The encasement sha'l I be at 'least six inches
iO't) thick on all sjdes of the sewer pjpe and exlend ten
feet (i0') on either side of i.he vrater majn.
In alj cases, se'lect granuiar backfill shall be used to preverit
any settl ing of the nigher" pipe.
4.OO FIELD QUALITY CONTROL
4.01 Hydrostatic Test. After the pipe has been iaid and the
trench has been backf i'l 1ed, ai 1 ner.rly 1ai d pi pe or any va'l ved
section thereof shall be subjected to a pressure and leakagetest. The coniractor shall provide al1 pumps, pipe, connections,
gauges, measurjng devjces and all other necessary apparatus and
shall conduct the tests in the presence of the engineer.
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02555-7
A. TesI Pressure. The required minimum test pressure
shall be li00 psi measured at the point of lovrest e'l evation
of the p'i peline and corrected to the elevatjon of the test
gauge. The engineer shall be notified 48 hours in advance
of test and sha'l i determine exact test pressure at such
time,
B. Duration of Test, Three hours minimum of nninta'ined
pressure.
C. Air Renrovaj. Prior to performance of the test, con-pletely fi'11 the pipeline with water for a period af 72
hours, Expel air by rneans of air relief valves, hydrants,
or other means as regu'i red, If permanent air vents or
traps are not located at al'l high points, 'insta1l corpora-
tion stops at such points so air can be expel1ed. After
the tests are completed, p1 ug aii ienporary taps.
D. Allowable Leakage. The ajlowable leakage defined as
the quantity of water that must be supp.lied to the test
section to lnaintain the specified test pressure shall not
be greater than two gallons per inch (2 gal./in.) of
nominal diameter per one thousand feet (1000') of line
tested per twenty four (24) hour period.
4,02 Repair of Leaks. If the test Cjscloses leakage greater
than the al'l olable leakage, the contractor shall locate and
repa'ir the defective joints untjl leakage is withiri tlre specified
allovrable. The contractor shali repair any ieaks regardless of
the best results if they are serious enough to endanger the
future serviceabii ity of the pipel ine.
5. OO DIS I NFECT ION OF POTP.BLT i,.IATTRL ] NES
5.0.l General. F'l ush and disinfect potable water'l ines jn
accordance rlith the procedure set forth in AIIi'IA C60l-68
ilisinfecLing Water Mains. Provide all temporary blovroFfs,
pumps, ch] orination equipment, ch] orine and al'l other necessary
apparatus required.
5.02 Pipe Cleaning. If the pipe contains dirt or heavy en-
crusted niatter that in the opinion of the engineer will not be
removed during the flushing operat'i on, the contractor shall
clean and swab the interior of the pipe with a five percent
(50,00C ppm) chlorine solution.
A. Preliminary Flushing. F'lush pipel ine to disinfection,
except lrhen the tablet method js used, to remove all
remaining foreign material . The fl ushing operation
shajl develop a m'inimum velocity af 2.5 ft./sec.
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5.03 Chlorine Application. In general , chlorine sha'l I be
applied us'i ng the co.ntinuous feed nethod. Hourever, on large
dianreter lines where this rvould noi be precticai, the s'l ug
method may be used. The tablet method may be used on short
extensions (up to 2,500 ft. ) of sma'l'l diameter ma'ins (.l2-inch
and smai ler).
A. Continrrous Feed l4ethod. Introduce water into theljne at a constant rate whjle adding chlorine ai a
minjmum corrcentratjon of 50 mgl1 . Majntain the chlorinated
water in the pjpe'l ine for a minimum of 24 hours after urhjch
period the treated water sha'l I contain no less than 25 mg/l
of ch1orine throughout the entjre 'length. Repeat the above
procedure if the resjdual at the end of 24 hours fails to
meet the minimum concentration.
B. Slug l4ethod. Introduce vrater vrith a minimum chlorine
concentrat'ion of 300 mg/l at a constant neasured rate into
the pjpeiine. Apply the chjorine for a sufficient length
of tinre to develop a solid co1 umn or slug of chlorinated
r./ater that wilJ, as it passes along the line, expose all
inierior surfaces for a period of 3 hours. Check the
applicarion at the upstream end of the iine.
C. Tablet llethod. This method shal'l not be used if trench
waler 0r" foreign material has entered the line or if the
water is be'l o\'l 5"C (4'l oF).
Place tablets in each seciion of pipe in sufficient
number to produce a dose of 05 mgll. Refer to Table 3
of Al'liJA C60'l for the required minimum number of tab'lets.
Al? tablets w'ithin the main must be attached at the top
of the pipe. Introduce water into the pipeljne at a rate
no greater than I ft./sec. and retain the uater jn the
pipeline for a period of 24 hours.
5.04 Finaj Flushing, Afcer the required retentjon period,
flush all heavily chlorinated vrater frorn the majn untiI the
chlorine concentration is no higher t.han that prevailing in
the system, or less than I mg/'l .
5.05 Bacterioiogic Tests. After conrpletion of the finai
flushing and prior to placing the pipel"ine in service, colJect
sanples from the end sf the'line and test for bacteriolog'ic
quality t0 shovJ the absence of coliform to the requirernents
of the public health autnority having jurisdiction bu'u in no
case shall lhe number be less than one for chlorinated supplies.
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02555-9
Co1 lect samp'l es in sterile bottles from a standard corporal'ion
stop furnished and instalTed by the contractor in the main. Do
not collect santpies usjng a hose or fjre hydrant.
5.06 Repetition of Procedure. If the original disjnfectjon fails
to prodrice satisfactory samples, repeat the djsinfection procedure
until satjsfactory results are obtained,
6.OO I4EASUREI4ENT AND PAYI'IENT
6.01 Pipe. llater pipe shall be measured and paid for by the'l ineal foot furnjshed and installed. The contract unit price
for pipe shall include excavation and backfill, the furnishing
and installing of all pipe, bedd'ing, fittings, thrust biocksn
surface restoration, testing, d'i sinfecting and any other appur-
tenances, exc'l ud'ing valves, as shown on the p'l ans. l4easurementfor same shall be the distance from center to center of appur-
tenances along the pipe centerline to the nearest one foot in
l ength.
6.02 Valves. !.leasurement shall be made by counting the number
of each type of va'lve furnjsired and insta'lled complete including
excavaf,ion, backfi11, bedding, thrust b] ocks, valves and valve
boxes. Payment for same sha'l 'l be made based on ihe unit bid
price for each type of val ve.
6.03 Connection to tx'i stilrg Facil irjes. Connection to existing
u+ater pipelines or other facilities shall be measured by counting
the number of indjvidual connections and paid for at the contraci
unit. price per connect'ion. The contract unjt price shall inciude
a] I excavaticn, backfill and bedding associated vti'uh each con-
necti ons.
6.04 F'ire Hydrants. l4easurement shall be made by counting the
nunber of hydrants furnished and instal'l ed comp'lete including
excavati'on, backfi11, bedding, thrust blocks, valve and valve
box. Payment for sanre shall be nade based on the unit bid price
for each hydrant.
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02555,10
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SECTI0i{ 02610
AGGREGATI BAST COURSE AND SUB-BAST COURSI
I .00 General
l.0l Scope. This lvork sha'i i corrsist of furnishing and
placing one or more courses t0 aggregaie 0n a prepared
surface jn accordance with these specifications jn
reasonabiy close and conformjty wiih the lines, grades
and typ'i cai cross-sections shown on the plans or es-
tablished by the Engineer in the field.
1 .02 Rel ated !,lork Speci f i ed El sevihere
Section 026]2 - Hot Bituminous Pavement
Section 03300 - Cast in Place Concrete
Section A?221 - Trenching, Backfilling & Cornpaction
2.00 Materiais. f,lhen two different aggregate sizes are called
for on the pians, the first layer to be placed shall be classified
as sub-base aggregate and shall confonn to the requirements descrjbed
herein. The second shall be ciassifjed as base course aggregate.
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Base-Course
Asffesgtel--Sieve Size
PERCEIITAG: BY !'IEIGHT PASSiNG SQUARE l4tsH,
Sub-Base Course
A.. -jrggrega!e-s._
100
95- 100
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3/4 inch
No. 4
I'lo. B
i'lo. 200
'100
30-60
25 -50
5-12
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The soi1 aggregate materiaI sha'l i conform to AASH0 Standard Speci-
ficatiotr Designation M I47165 or latest,.applicatrle rev'ision.
3.00 I'lethods and Procedures. The compacted aggregate base course
and sub-base course shal'l be constructed in at 'least two layers
of approximate equal thickness or as indicated on_the plans. The
maximum compacted thickness of any one layer shall not exceed s'ix
inches (ti").
0261 0- I
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ICornpaction of each iayer shali coni,inue until a ciens'i iy of not less
than ninety-fjve (95) percerrt of the maxjmurii density determined in
accordance with AASH0 T 99 (ASTl.i D 698) has been achier,ed. The
surface of each layer shail be nainiained dul"ing the compaction
operations in such a rnanner tha'u a uniform texture is produceci
and the aggregate fjr"mly keyed. Water shal'l be uniformly applied
during compaction in the anpunt necessary for proper consolidation.
4,00 Measurement and Basis cf Payment. Aggregate base course
lvhen required in areas where the sewer,/water line is installedin existing gravel or bituminous surfaced areas shail not be pa'i d
for as-a separate itern per cubic yard but ra$sr as a FaFt of the
unit bid price lineal fooi for sewer pipe.
Aggregate base course vrhen required in areas such as creek, ditch
and bridge cross'i nls, as sub-base for nanholes or other structures
as shown on the Plans or as would othertrise norma'l iy be required
shall noq be paid for as a separate item per cubic yard but rather
as a pETt of the unit bid price or lump sum bid prite toFTfrF-
various appropriate items.
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02610-2
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SECTION 026I2
HOT BITUI4INOUS PAVEI4ENT
1 .0rl GTNERAL
1.01 Scope. This work shal'l consist of constructing one or
nlore courses of bituminous pavement on a prepared base in
accordance with these specificaiions, and in reasonable close
conformity with the fines, grades, thicknesses and typicai
cross-sections shown on the plans or as directed by the Engineer.
1.02 Related flork Specified Elsewhere
Seciion rJ2221 - Trenching, BackfiJiing & Compaction
Section 02610 - Aggregate Base Course & Sub-base Course
Section 02200 - tarthwork
2. UO I4ATERIALS
2.0.l Aggregate. Aggregate shall confornt to Subsection 703.04
Classification Table Grading E of the Co'lorado Department of
Highways (CnOp) Standard Specifications. The aggregate sha'l'l
be such that the compos'i te bituminous paving mixture has an
lndex of itetained Strength of not less ihan 75% when tested in
accordance witir AASHTO T165. The engineer shall have the
authority to change the above gradation requirements within
reasonable limits.
2.AZ Asphalt Cenrcnt. Asphalt cement sha'l I conform to Subsectiorr
702.01 of the CDOH Standard Specifications. Viscosity Grade
AC-5 sha'll apply to the asphalt cement.
2.03 Prime Coat. Prime coat material shall conform to Subsection
702.03 of the Standard Specifications. Grade MC-70 shall apply to
the prime coat.
2.04 Job-llix Formula. The constituents 0f the Hot Biturninous
Pavement shall be contbined to produce a nixture conforming to
the fo1lowing mix;
A. Sieve Dgsignation % -by l,lT. Passi.ng Sieve
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3/4 inch'l/2 inch
3/B inch
i4
fU
#50
#200
.l00
70-95
60-BB
40-7?
28.58
v- J{
3-1?.
02612-1
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D.
Bitumen content - 5-6%
Void content - 2.0 - 5.A?;
Tenrperai,ure upon deiivery for use on the road * ?35"F.
3.00 CONSTRUCTl0ii RTQUIREMENTS & P,q0CEDURES
3.01 Prinre CoaL
A. 1le1c1j1[1o.q. All previously
srirf aces sha'l 'l be orir,ted wi th a
accordance with 'uhb requ'i rements
the 'locai.jons sholvn on the plans
Engineer.
prepared bases or existing
cutback asphaltic oij in
of these specifications, at
or as directed by the County
B. Sqrface Prep4rptio!. Prior to placing the prime coat, the
base ano/or exist"ing paving shall be thoroughiy c'leaned. Loose
material shal'l be removed from the existing surface, as directed
C. Placing.Pri$e Coat. Prime coat and blotter material , as
required, shall corrforn to and be applied in accordance with
Section 407 of the CD0H SiandarC Specificaticns. The prime
coat shall be piaced by neans of an approved pressure dis-
tri butor. In general , the rate of appfication shail be 0.25
to 0.35 gallons per square yard, as directed by the Engineer.
The prime coat shall be carefuily applied, particularly
around curbs, If excessjve amounts of curb, sidevlalks, or
.other structures are sprayed wiih asphaltic oii, tiiey shalI
be cleaned as directed by the Engineer at the contractor's
expense. After placing, the prime coat shall be aJlowed to
cure for at least 24 hours before any asphaltjc concrete is
placed. In no case shall prir,te oil be placed later than
4 p,nr. of tire da.v before patring operations contrilence.
Application of b1 otter naterjal , if required, shall be in
accordance with Section 407.08 of the Stanciard Specifications.
3.AZ Bituninous Pavement.
Bituninous (asphalt) paving shalj conform to and shal'l be
placed as shor^in on the drawings and in accordance with
Seciions 401 arid 403 of the CD0H Starrdard Specifications.
The Contractor sha'l 'l furnish to the Engineer, certification
that the job rnjx forrnula has been approved in accordance
with these specifications. Two (2) 1 1/2 inch lifts are
required. A bottorn jift and a wearing course.
02612-2
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The bitumjnous pavement shall be compacted to at least 95%of laboratcry density obtained using the design mix. Gradationof aggregates, bitunren conterrt, temperature of mixture when
emptied froir the mixer sha'l I conform to the design miy. urithin
the range of tolerances established in Section 4U.A2 of the
Suandard Specifications,
4.OO I4EASURTI'1T|]T AiiD BASIS OF PAYMENT
4.01 Plant m'i x bituminous pave'nent rvill be measured and paid
for by the ton. The tonnage shall be the weight used in the
accepted pavements. The unit pri ce per ton shal'l include a'l l
materials and labor, laydown, compactjon, installation of prime
and tack coats and a'l I miscej'l aneous work required to complete
ihe inslalIatio;t.
instajiation of prime and tack coais shall be considered incidental
to any paving or patching required and no separate payment for
prirne and tack coats shall be made.I
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025 r2-3
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SECTION O2B2O
FINISHING GRADING AND IANDSCAPTNG
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1.00 General - work under this section sharl include all ofthe requirements for finish grad.ing and revegetation ofthe excavated areas.
2.AO Topsoil Salvaging and Spread.ing
A11 available topsoil (6,, depth) and vegetative materialfrom excavation areas shall 6e stockpit6a wittr adeguateprecaution for erosion control. The topsoi-l materialshall be respread on disturbed areas.
3.00 Finish Grading
3.01 Scope - preparation and placement of topsoit tominimize surface erosion and promote pllnt growth.
3-02 Mini Terracing - A continuous series of terracesparrellel to the slope. The terraces shall be aminimum of 4 inches deep and one to two feet apart.
3-03 water Bars - Trenches 6 - Lz inches in depth shar-lbe cuL every ZO - 25 feet on 2.1 slopes or greater.The trenches shall direct water off Lo the side tominimize sheet erosion.
4.00 Seeding
Seeding shall be done by hydroseeding, drilling, or hand.broadcast- -Any areas that cannot be-reached bf-hyd.ro_seeding shal} be hand. broadcast. seed shall lE at least958_pure and shal.L have a minimum germination percentageof 85t. All seed shall be ,'ner.r crop" seed delivered iithe original containers, unopened, bearing the dealerrsguaranleed analysis.
The seed mixture specified below shalr be applied at a rat.eof 45 pounds per acre to arl areas of distulLance, Theforbs listed berow shall- be applied at the rate of 5 poundsper acre. Unless otherwise approved, planting of the-ap_proved seed mixture shall occur in l-ate fallr-preferabl!just prior to snowfall.
The foll-owing_ disturbed areas shal-l be seeded according tothe sehedule be]_ow,
ST}I.TIO\ POINTS 14 + 60 to 43 + 00
Seed Variety
Grasses: Smootb brome
Timothy
B by Weight
30a
5
n?atn_1
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Pubescent wheatgrass
Kentucky bluegrass
Orchard grass
Red clover
STATION POINTS 5I + 40 to 54 + 70
25
5
15
20
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Grasses:
Forbs:
Seed Vari.ety
Smooth brome
Hard fescue
Pubescent wheatgrass
Mountain brome
Orchard gras$
lntermediate wheat-
grass
llairy vetch
Geranium
PenstemonScarlet gitia
American vetch
? by l.?eig+t
308
5
15
20
IO
10
10
l00c
252
30
25
20
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STATION POINTS 93 + 80
STATION POINTS 94 + 55
1008
94+3095+00
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Grasses:
Seed Variety
Arizona fescue
Intermediate wheat-
grass
Chewings fescue
Kentucky bluegrass
Smooth brome
Orchard grass
Lupine
Meadow rue
Rose
Monkshood
Aspen fleabone
? by Weighg
20e"
30
15
l0
20
5
Forbs:
I00%
STATION PoINTS 95 + 30 to 96 + 75
STATION POINTS 98 + 40 to 103 + OO
100a
20e"
20
20
20
20
Seed Variety
Grasses: Arizona fescue
3 by t{eight
202
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10
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20
20
20
20
Intermediate wheat-
grass
Chewings fescue
Kentucky bluegrass
SmooLh brome
Orchard grass
Lupine
Meadow rue
Rose
Monkshood
Aspen fleabone
100a
5,00 Seedling Transplants
Container grown seedtings (young pJ"ants which are girown
from seeds) shall be planted in the following areas.Approximately 23 seedlings per 1,000 square feet shall beplanted in disturbed areas.
Container grown seedlings shall be grown in 12 cubic inchesof soil (7 L/2" deep, I L/2" diameter) which shall serveto promote root development.
Seedlings shal1 be planted in late fall following seeding,
mulching and blanketing operations. In order to installthe seedlings, it will be necessary to cut small otrreningsin the jute mesh. The seedlings shaLl be randomly and ir-regularly planted in clusters to match native vegetation.
Each seedling shall be planted in a pocket to insure maxi-
mum use of water, The follor,ring plant material"s and quan-
tities are recommended:
STATION POINTS 5f + 40 to 54 + 70
*,/1, 000 sq. fF,
Forbs:
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23
Plant Material
Seedlings: Big sage
Shadscale
Mountain mahogany
Bitterbrush
STATION POINTS 93 + 80 to 94
STATION POTNTS 94 + 55 to 95
STATION POINTS 98 + 40 to IO3
Seedlings: Aspen
Chokecherry
Snowberry
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5
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23
02820-3
6.00 Fertilizer
A 20-10-10 ratio fertilizer shal] be applied at the rateof 20 pounds per acre at the time of seeding.
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7.00 Mulch
7.01
7 .02
Material - Hay or straw shall be applied at a rateof I l/2 tons per acre. . Material for straw mulch*ing shall consist of straw or oats, barley, wheator rye and shall not contain seed of noxious weeds.
Clean field hay may be substituted for straw when
approved by the Landscape Architect. Straw or hayin such an advanced stage of decomposition as tosmother or retard the normal growth of grass willnot be accepted,
Location - The meadow area which consists of rela-tively flat slopes between Station Points 14 + 60to 43 + 00 shal-l be mulched in the same material
and amounts as described previously in this section.
The mulch shall- be tacked down bv diskinq the mulchinto the soi1.
8.00 Soil Retention Blanket
8.Ol Physical Requirements - Soil retention blanket shallconsist of heavy jute mesh of a uniform open plain
weave of unbleached single jute yarn. The yarn shal1be of a loosely twisted construction havj-ng an aver-
age twist of not less than 1.6 turns per inch andsha1l not vary in thickness by more than one-half itsnormal diameter. The blanket shal1 be smolder resis-tant, non-toxic to vegetation or germination of seed
and shall not be toxic or injurious to humans.
8.02 Location - The steeper slopes of the excavated areashaLl be mulched in the same material_ and amounts asdescribed in the previous section and blanketed withjute nesh'within 24 hours after seeding. These areasare as follows:
STATION POINTS 5l- + 40 to 54 + 70
STATION POINTS 93 + BO to 94 + 30
STATION POTNTS 94 + 55 to 95 + 00
STATTON POINTS 95 + 30 to 96 + 75
STATION POINTS 98 + 40 to IO3 + OO
8.03 Installation - The soil retention blankets shatl beplaced immediately after seeding and mulching oper-ations have been completed in each location that jute
mesh is used to control erosion.
The malerial shal-I be applied smoothly but loosely onthe soil surface without stretching. The up slope
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end of each pieee of jute mesh shall be buried in a
narrow trench six inches deep. After the jute isburied, the trench should be tamped firmly closed.
In cases where one roll of jute mesh ends and a sec-
ond roll starts, the up slope piece should be broughtover the buried end of the second ro11 so that thereis a 12-inch overlap to form a junction sl-ot.
B:04 Pins and Staples
Description - Pins or staples shal1 be made ofwire .162" or larger in diameter. "U" shapedstaples shall have legs 8" long and a 1" crown.
"T[ shaped pins shall have a minimum length of8" after bending. The bar of the I'Ttr shall beat least 4" l-ong with the singl-e wire end bent
downward approximabely 3/4" .
lnstallation - Overlaps of jute mesh which rundolin the slope, outside edges and center shal-lbe stapled on two-foot intervals. Each widthof jute mesh shall have a row of staples dor^rnthe center as well as along the edge. Checkslots and junction slots will be stapled acrossat six inch intervals.
9.00 Contractor's Responsibility
9.01 Areas not properly mulched, or d.amaged due to theContractorrs negrligence, shal1 be repaired and re-
mulched. in an acceptable manner at the Contractorrsexpense. ltulch removed by wind or vrater prior to
acceptance shall be re-establ_ished by the Contractorat his expense.
9.02 Areas not mulched and blanketed ririthin 24 hours after
seeding must be reseeded with the specified seed mixat the Contractorrs expense prior to the applicationof mulch and jute mesh.
9.03 The Contractor shall maintain the jute mesh areas un-til all work on the entire contract has been completed
and accepted. Maintenance shall consist of the repairof areas damaged by erosion, urind, fire or othercauses. Such areas shall be repaired. to re-establishthe condition and grade of the loil prior to applica-tion of the mesh and shall be refertilized, reseeded
and remulched as directed.
10.00 Disturbed Areas Outside of Construction Limits
Disturbed areas outside the limits of construction shall be
seeded, mulched and jute meshed as called for under thisArticle.
A.
B.
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02820-5
11.00 I'IEASUREI'IENT AIiD BAS]S OF PAYMENT
,|.l.01 Starion 14+60 to 43+00. Finish grading and landscaping
sha'l I be paid for in this section as lump sum for al I materials,
labor and equipment necessary to place all items in accordance
with the drawings and specifications.
1.I.02 Sration 5i+40 to'103+00. Finish grading and landscaping
sha'l I be paid for in this section as lump sum for al'l materia'l s,
labor and equipment necessary to place all items in accordance
with the drawings and specifications.
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02820-6
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intent of ihjs specificatjon to
concrete required, the techniques
con't,rol and testing. The Contractor
such iterTis as specified herejn
2.00 Poured-In-Place and Reinforced Concrete
2.0i Applicable Code. For concrete standards or require-
ments not specificaily stated or reasonabiy impljed in thesespecifications and/or drawings; parts I, II anC Iil of the
American Concrete InsIitute "Building Code Requirements andReinforced Concrete" (ACI 314-7'l) shal'l apply and are hereby
made a part of the spec'i fications to the same extent as ifit were written herein. In case of conflict between thesespecifications and,/or drawings and ACI 3lB-Zl , these speci-fications sha11 govern.
2,0'2 Corrcrete Tests. 6', x I 2" cylinders shal I be taken atthe poini of placing jn -;he fonns, shalj be joc cured andtested in accordance witli ASTI'I standard: by the [ngineer.For each si.rength of concrete useci , one set of toui {+}cyiinders for each days pour but nor less than one (l')'setof cy'l inders for each l0C cubjc yarcis poured shall be'taken.
Two (2) cylinders at seven (7) days and trvo (2) cylindersat twenty-e'ight (2e) days shall be tested. In adiii.ion,
when in the opinion of the [ngineer there is a possib.ilityof tne surrounding air tenperature failing beioiv 40" F,additional specimens uo be cured under joL conditions may
be required.
of Strength Requirernents. Should thethe test specimens fa1 I below thethe tngineer sha'l'l have the right toproportions to apply on the remajnder
l.tiO Description. It js the
describe the poured-in-p1ace
for installation and quality
shall furnish and install a'll
and as shown on the plans.
2,C3 Enforcenent
strengths shovrn by
speci fi ed va I ues ,
require changes inof the work.
sECTIOil 03300
CAST IN PLACT CONCRITI
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In the event of failure io test specinrens for any portionof the work.' wnjch in_tlre opinion'of the Engineei,'r+ill
endanger the safety of the structure, a sample core shall
be cut from lhat portion of the structure and subjectedto a siandard compression test. if the resu'l ts of thjstest are not satisfactory, this portion of the structureshalj be subjected to a standard conpressjon test. If the
03300- 1
I
Iresults of thjs lest are not satisfactory, this portion of thestructure shal1 be subjected ro a siandard load test, at no
additional cost to the 0,.,rner. Any port'i on of the structure
found io be inadequate ilay be orciered strengtheneri or replaced
and the costs of this remedial work shall be borne bv the
Contractor.
2.04 Record of the l,lork. The Contractor shal 1 keep a record
of time. date and location of each concrete pour and subnit
these records to the Engineer.
2.A5 Notice on Inteniion to Pour. The Contractor shajl notify
the Engfneer at least 48 hours before an intended cast-in-place
concrete pour. i\o structural cast-jn-p'l ace concrete shal'l be
poured untjl all reirrforcjng, forms and foundatjon soils have
been inspected by the Engineer.
2 . 06 trlateri al s
A. Cement. AlI cement sha'l I be Portland Cement
Type Ii conforming to "Specifications for Polt'land
Cernent" (ASTM C 150-62). Type III cement may not
be used except upon written approval of the Engineer.
The same brand cement for all exposed cast-in-place
concrete shall be used,
ts. Stone Aggregate. Fine anrj course aggregate shali
conform to "Specification for ioncrete Aggregates"
(ASTi'i C33-61T). F'ine aggregales shall be c'lean, hard,
natural and free fron al'l foreiqn nratter, Course
aglregate shall be sourrd, crusirid rock or gravel, free
from adherent coating, organic water or injurous amoulrts
of flat or friable pieces. The aggregate shall comply
vrith Section 02610.
C. l,later. lnlater used'irr mixing shal'l be potable, ciean
and free from deleierious amounts of oj1, acjds, alkalis
and organic material.
D. Adrnixtures. "Protex" as manufactured by Protex
Industries, Inc. and conforming to Specificat'i ons for
Air-Entrajning Admixtures for Concrete (ASTM C 260)is an approveil air-entraining admixture. 0ther ad-
mjxtures for retardjng or accelerating concrete may
be used in strict accordance with the rmnufacturer's
recommendations and ASTI'1 specifications upon approval
of the Engineer.
E. Storage of f"laterials. Cemeni and aggregate shail
be stored in such a manner as to prevent deterioration
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03300-2
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or intrusion of foreign matter. Any material which has
deteriorated or whjch has been damaged shall not be
used for concrete.
2.07 Concrete l4ix
A, Proportions. Concrete 'is to be proportioned accordingto laboratory designed mixes using the type of aggregate
and producing the mininum of twenty-eiSht (28) days ultimate
compressive strength of 3000 psi. Ali concrete shall be
made with stone aggregate unless specifically noted and
no concrete shall have a 28 day compressive strength of
less than 3000 psi.
ts. Lab Designed Mix. Prior to the beginning of the work
the Contractor shall submit a statement of the proportions
proposed for the concrete mixture, including the aggregate
sieve analysis. This shali be accompanied by a reportin detaij, from the concrete supplier or. an inspection
service showing the maxjrnum slump test and the 7 and 28
day concrete strength obtained when using the materials
proposed for the work. The strength determinations
shall be based on not less than three{3) concrete test
specimens for each age, Strength sha'l 1 be 15% greater
than that called for on the drau'ings. I'lo substitution
shall be'made in the materials used on the work without
additional tesi in accordance hereyrith to shovl that thequality of the concrete is satisfactory. Ali strength
tests shall be nade in accordance with ASTM Standards.
C. Ceneni and l,later Content. The minimurn quantity of
cement used per cubic yard of concrete shall be 5 l/2
sacks. liater content shall not exceed 6 U. S. ga1'lons
per sack of cenent unless the concrete is intended to
be vrater tight in which case the maximum water cement
ratio shall be 0.48 (5.4 U. S. 9a11ons per 94# bag of
cement).
D. Air Entrainment. An air-entra'ining agent sha11 be
added to ali stone concrete s0 as to entrajn 4.5 percent
plus or mi nus I percent air by volune. Air-entraining
agents shall be in strict accordance with the recommendations
of the manufacturer and the testing laboratory for the
des'ign mix to assure strength requirements are beingfully met or exceeded.
t. I'iixing of l.laterials. The concrete sha]'l be mixed until
there is a uniform distribution of the materials and shal1
be discharged completely before the mixer is recharged.
For job-n'ixed concrete, the mixer shall be rotated at the
speed reconnended by the manufacturer.
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For stone concrete, mixing shal'l continue for at 'least
one minute after al I materia'l s are in the mixer. Ready
mixed concrete shall be mixed and delivered in accordance
with "standard Specifications for Ready Mixed Concrete"
(ASTI'1 C94-69 ) .
Sufficient time sha'll be allowed for proper mixing of
the concrete to provide uniformity throughoul the batch.
Long delays in mixing or long waiting peiiods before the
concrete is placed, shall be avoided. 0ver wet rnlxed
sha'l'l be rejected and shall not be corrected by the
addition of either aggregate or cement to the mixer. Mix
not less than ten nrinutes in transit mix trucks after
addition of the mixlng water.
G. Consistency. S'l umps shal'l be the minimum, consjstent
with placing requirements. Slump tests shall be made jn
accordance with "S1ump Test for Consistency of Port'land
Cement Concrete" (ASTM C 143-58). Unless written approvalis obtained from the Engineer, the maximum slump shall be
four (4) inches and the maximum size aggregate shall be
one and one-half (1 1/2) inches.
2.08 Concrete Forms
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A. Forms shall conform to the shape, l'i nes, grades and
dimensions of the concrete as detailed on the drawings.
Undressed lumber free from excessive knots is permitted
only for form work of unexposed concrete. All formsfor exposed finished surfaces shal'l be bui'lt with the
material needed to produce the form, texture and design
spec.ified in Concrete Finishes of this section.
B. Design of Forms. Forms shail be sufficiently tight
to prevent leakage of mortar and shall be properly braced
or tied together so as to maintajn the desired position
and shape during and after placjng concrete. The design
and engineering of the formwork, as wel'l as its construction,
shall be the responsib'iiity of the Contractor. The form-
work shall be designed for the loads outlined in Part 3,
Section 102 of "Recommended Practice for Concrete Fornnuork"
(ACI347). The forms shall be oiled for ease of removal
of forms after setting of concrete.
C. Form ties and Incidentals. Form ties shali be bo'lts
and rods (adjustable for tightening) arranged so that no
metal is within 3/4" of surface after removal of forms.
0rdinary wire ties will be allowed with the specific
03300-4
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6" minimum aggregate base course shall be jnstalled under the
entire slab unless otherwise directed by the Engineer' The
grading requirements as per Section 02610 for the aggregate
course shal1 app1y.
2.12 Concrete Finishes
A. Patching. Immediately after stripping forms, all
exposed surfaces sha'l I have fins and other projections
carefully removed, offsets ieve'l ed and voids saturated
with water and patched tc a true and even surface
with a wood float. Patch ali holes left by the removal
of the form ties or bolts. Patching materja'l shall be
a stiff mixture of sand and cement, the color of which
maiches the concrete being patched' Any major area of
fau'l ty or honeycombed concrete shall be cornple:ie1y re-
moved and patched at the direction of the Engineer.
B. Fl oor Sl abs. A] 1 concrete sl abs sha'l 'l be screened
to levels or grades indicated and float finished mono-'lithically completely free from humps or pits' Before
the finish has'set, the surface cement film shall be re-
moved with a fine brush in order to have a fine grained'
smooth but sanded texture'
C. Rubbed Finish. After remova'l of forms rubbing of
all exterior surfaces sha'l I be started as soon as its
condition wii'l permit. Irnmedjaiely before starting
this rrrork, the concrete shall be kept thoroughly sat-
urated with water. Sufficient t'ime shall have elapsed
before the wetting <iown to aliow the mortar used in the
pointing to thoroighly set. Surfaces to be finisheci
shall be rubbed vlith a medium course carborundum stone'
using a small amount of mortar on its face. The mortar
sha'l 'l Ue composed of cement and fine sand mixed in the
same proportions as the concrete being fin'ished.. Rubb'ing
shal'l 'be'cont'i nued until all form marks, proieciions and
irregularities have been removed' all voids filled and a
unif6rm surface has been obtained. The paste produced
by this rubbjng shajl be left jn place.
Afier all concrete above the surface being treated has
been cast, the final finish shall be obtained by rubb'ing
with a fine carborundum stone and water. This rubbing
shall be continued until the entire surface is of a
smooth texture and unifornt co] or.
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After
dried ,
povtder
paste
the final rubbing is completed and the surface has
it shall be rubbed with burlap to remove loose
and sha'l 'l be left free from all unsound patches'
powder and obiectionable marks.
03300-7
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Aj i e,,:teri or corners shalI receive a 3/4" chamber.
2..l3 Reirtforcing
A. Reinforcing sfeel shail be deformed bars conformingto "Stanc.iard Specificat'ions for Deformed and Plain Bil let
Steel Bars for Concreie Reinforcement,, (ASTl,l A 6'1 5) and
shal'l be Grade 60
B. i,ielded |.lire Fabric. l,lelded wire fabric shal] conformto 'Specificaiions for l,lelded Steel Fabric for Concrete
Reinforcement" (ASTI'I A .i85) and shall have a mjnimum
wire yield strengtlr of 60,000 psi.
C. Piacing Reinfo;"cement. Re'i nforcing steel , at the time
concrete i s pl aced, slra'l 'l be f ree f rom scal e , rust or
other coatjngs thai vril1 deslroy sr reduce bond, Reinforce-
nnnt shall be accurately piaced as shovrn on the drawings and
sha'i I be adequately secured in position by concrete or metal
chairs and spacers
Reinforcing shall be furnished in 'uhe full lengths jndicated
on the plans unless otherwise authorized by the Engineer,
Splicing of bars, except where shoyrn on the plans or
specified shali not be permitted vrithout written approval
by ihe Engineer, Reinforcement placed in any member shall
be inspecced before any concrete is placed and the Engineer
shall be noiified 24 hours in advance before any concrete
placemeni.
The placing, fastenjng, splScing and supporting of reinforc.ingsteel and vrelded wire fabric shall be in accordance with
tire plans and the latest edition of the "CRSI Recorunended
Praciice for Placing Reinforcing Bars" and in accordance
vritn ACI 318-/l.
D, Concreie Protection and Reinforcement. tlhere not other-
vrise jrdjcated on ihe plans, the min'inum thickness of con-
crele over the reinforcemeni shall be as foJlows;
l. Concrete deposited against earth - 3"
l. Slabs and walIs rroi exposed to
vreather or eari,h - 3/4"
3. Al 'l other concre le pl aced 'i n
forms:
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For bars larger than ;n5
For bars #5 or srnaller -1-1/2'
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3.00 fvleasurement and Basis of Paymerrt, "Poured jn Place Plain
and Reinforced Concrei,e" shall be measured and paid for by the
cubic yard furnished and insta'l led in accordance rvjth the dimensions
shown on the plans or as cijrected by ihe Engineer. No deductionwjll be made for the vo1 ume occupied by reinforcing steel or other
embeded items. The contract pri ce for poured in place concrete shali
include all welded wire fabric and/or reinforcing steel and prepared
gravei subgrades as caljed for in accordance with the plans and
spec i fi cati ons -
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PRESSURE REDUCiNG STATION - 15225
0.00 GENERAL. The Contractor shali furnish and install five(5) pressure reducing stations together w.i th al1 appurtenances
as specified herein or as required for proper operation of thestations. The work includes providing the vaults all the necessarypiping, va1ves and fittings. The Contractor shall be responsibiefor the placement of all equipment inside the vaultsn for de1 ivery
of the stations to the site, for start-up, for operating instructions
to the Owner for a period not less than one ('l) working day, and for
providing the 0wner two (2) bound copies of operation/maintenance
instructions for each station.
0.01 Related Sections
Section 02555 - l,later Distribution System
Section 0222'l - Trenching, Backfi'lling & Compacting
Section 02200 - Earthwork
1.0C INTENT 0F SPECIFICATI0NS. It is the intent of the project
plans and these specifications to describe the quajjty and type of
equipment required along w'i th the operating conditions and perfor-
mance criteria, while leaving the Contractor some degree 0f iatitude
in packaging the complete system. In order to evaluate proposals,
the Contractor must submit sufficient information with his proposal
to determine compliance with these specifications. 0f part'i cuiar
concern is information concerning the foliowing items:
l. Type of vault proposed.
2. Type of PRV proposed.
3. Proposed piping and vaive layout.
2.00 DELMRY AND REPAIR SIRViCES. The Bidder sha't] indicate with
the proposal; ('l) the ljrm delivery date expectedn such informatjonwill be used by the 0wneiln evaluating proposals and {2) the nature
and availability of repair and ma'intenance services that the bidder
is capable of providing with the equipment.
3.00 RIGHT 0F RIFUSAL. The 0wner reserves the right to reject
any or all proposals and to award the work based solely on the
Owner's discretion.
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15225-t
4.0C SHOP DRAIIINGS. After award of the Contract,
reducing station manufacturer shalI submil four (4)
drauings which musc be approved by the engfneer for
Approxirnate (Static)
Up-Stream Pressure
the pressure
deta'i 1ed shop
each station.
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5.00 PRISSURE REDUCING STATION OPERATIO|I. The pressure reducing
stations, furnished and insta'l led in this contract are to be in-
Low flow vaives shall have screwed ends and
have fl anged ends. Al 1 valves shal'l be as
Initial vaive settings shail be as follows:
stal led as fo'lI o|s :
PRV Station ri
PRV Station 12
PRV Stat'ion #3
PRV Stat'ion #4
PRV Statr'on i5
- Lions Ridge Loop - Station 0+35
- Lions Ridge Loop - Station 6+'13
- Val1ey Easement - Station 42+00
- Sandstone Drive - Station 56+00
- Sandstone Drive - Station 72+00
6.00 PRTSSURE REDUCING VALVES. The pressure reducing valves sha1j
be trydraul ica'l ly operated, pi iot-control led diaphragm-type giobe
vajves, The va1 ve shall have a single removab'l e seat and a resilentdisc, The stem shai'l be guided at both ends by a bearjng in the
valve cover and in the valve seat. i\o external packfng glands are
perniitted anci there shall be no pistons operating the main valve
or any pilot controis. The control system shall include a fixed
oriface or needle valve supply, and the necessary auxilliary valves
to facilitate prescribed operation of the inain va1 ve.
The pj iot control shal I be a di rect-act'i ng , adj ustabl e, spri ng-loaded,
normaily open diapnragn vaive designed to permft fioyr vlhen controlled
pressure is less than the spri ng setting
Self cleaning strainers shall be insta'l jed at the jnlet of the
valves to protect the pilot systern. The iarger val ve in each vault
shal'l have shut-off cocks to iso'l ate ihe piiot system.
The Contractor shall also furnjsh a spare diaphragm, seat O-ring
anci stem 0-ring for each va1 ve.
peak fi orr val ve shai'l
called out on the plans.
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Peak Flow
Lo'rr Si de Pressure
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Stat ion
PRV I
PRV 2
PRV 3
PRV 4
DD I/ A
146 psi
238 psf
158 psi
226 psi
./ </ n<1
15225-2
B0 psi
125 psi
126 ps'i
91 psi
85 psi
All vaives shal? maintain
of varyfng inlet pressure.
Valves shall be Cia,vton 94-01
by Cja-Val Company.
7.OO PIPING AND VALVTS
i.0l i.Jater pipe shall be Schedule 40 galvanized or Class
52 ductile'iron; a'l'i piping and valves shall be ridgedly
supported. Pressure rating is cal'l ed out on p'l ans,
7.02 Butterfly valves shalI be capable of meeting Atlt^lA C-504
cast iron, rubber seated wilh 0-ring stem seal . Valves shal'l
be gear driven. Pressure rating shafi be cal'led out on p1ans.
7.03 Compression couplings shall be Dresser Style 38 or 53
or equal ,
7.04 Strainers sha11 be Bailey lio. l with baskei type as called
oui on plans or equal .
7.05 Pressure re1 ief valves shall be a C'! ayton 50-G as manufactured
by Cla-Vai Company.
8.00 PRESSURE REUUCING STATION VAULTS. This specification shall
allow for either 0f the fo1 lowing types of pressure reducing station
vau'l ts.
8.01 l,lelded, rol'led l/4" A-36 steel chamber, sized as shown
on the Pians.
A, Bottom, sicie and top reinforcing required equa'l to that
shown on plans or as required for the size station proposed
to prevent structural failure.
B. Access hatch sizes as sholn or as required for removal
of all equipment.
C. Access ladder shall be steel or aluminum, secureiy
attached and conforming to OSHA standards.
D. Corrosion Protection
l. To be sandblasted to bright metal after fabrication,
clean off al1 rust, mjl and grease.
15225-3
a constant dovrnstream pressure regardless
Ats and C'layton 90-01 AJ as manufactured
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be 3-coat alkyd or epoxy
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'?. 0utside pain system to
inciustrial dpplicatjon.
3. Insjde pa'i nt system to be z-coat alkyd enamel or
epoxy for jnriustrjal appl ications.
4, Furnish 2-'l 7# anodes with heavy copper riire leads
anci iug attachmeni,s
5. Furnish sufficient iouch-up paint to Owner for
touch-up requireo due to instailation; perform all
toucn-up required due to shipnrent.
8.02 A recrangular concrete vault, seven (7) feet wide by
eight (8) feet long by seven (7) feet high (interior dimens'ions)
as manufactured by Arco Concrete, Inc. of Arvada, Colorado and
shovrn jn thejr plan #7-7080. The vault shal1 be designed and
constructed for H-20 loading have sleeves for 8" and'10" 0.I.P
Ciass 52 inlet and outlet pipes,3" Schedule 40 steel and a
sump at the locations shown on the project p1 ans. The vault
shail also have a ladder as specified in Section 8.04.
The vault shall be equipped with a 36" i.D. concrete riser
with a Bilco J4 or equal frost proof frame and'l jds.
8.03 Vau'l ts fabricaied fron Cl"iP pipe or other materja't s will be
considered r'tith ine accepiance subject. lo the eng'i neer's approval
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.l5225-4
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sEcTI0N 15230
WATER BOOSTER STATION
I.OO GENEML
'1.01 Scope. There shall be furnished and insta'l1ed, as shown
on the engineering drawing and as described herein, a complete
water booster station in operating condition
The station shali consist of a buried concrete vau'l t punrp housing,
pr"unp and all internal piping, electrical power distribution and
pump control system, vauJt ventilationn,start-up-and testing
supervision and a'l 'l appurtenances specified herein or required
for proper station operation.
Additional work as part of this section sha'l'l be the e'lectrical
power and control circuit revisions to existing Booster Station
#4, as shown on the drawings and as otherwise required, for proper
operation with the station described above.
l,Jork not included jn this section sha'l'l be al'l site work,
excavi-fi-on, backfi'l'l and connection of a'll buried water
transmission piping to the booster station cast in place
wa1 I p'i pes .
1.02 Related l,lork Specified Elsewhere
Section 02555 - Water Transniss'ion & Djstribution System
Section 02221 - Trenching, Backfi'lling and Compaction
Sect'ion 03000 - Cast-In-Place Concrete
Section 02200 - Earthwork
'l .03 Submi ttal s
A. Before purchase of the pump station equipment, the
manufacturer(s) shall furnish to the engineer cata'log
data, including new drawings and a parts schedule listing
materials of which the parts are made, in sufficient
detail, to serve as a guide in the assembly and disassemblygf the unit and the component parts, as well as'in ordering
repair parts.
B. Following construction and testing of the booster
stationn the manufacturer shall submit six (6) complete
sets of operatton and maintenance manuals containing the
information listed below:
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I5230-l
0PERTATI-0N AN.q IvtAiNTENANCE MANUALS
Sections of Manual
Valve Directory
Va'l ve numberrsize, location, function and normal
Manufacturer' s Literature
Installation instructions, operation instructjon,
tenance instt^uctionso replacenent parts 'l ist and
wiring diagrams.
position.
main-
as-bui I t
Lubrication Schedule
For each item requiring lubricat'ion: Bearing typq,
lubricant, lubrication interval.
Description pf Systems
General 0escription. Describe operation of entire system.
Explain function of each item of equipment.
List.of Ssr.yice Agencies
For each item list:
lvlanufacturer
Suppl i er
Address
Phone Nunber
Name of Representative
Service Agent if different from suppl'ier
Operating Instructiolrl
Procedures for normal automatic operation
Position of all manual swjtches, valves and levers during:
Start-up
Shut-down
il:ff:i",
Unoccupi ed
Procefte{or manuqf*jggf! e[ when automati c operati onfrTiT-
Posit'ion of a'l 'l manual switches, valves and levers during
Emergency shut-down
Start-up
Sltut-down
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15230-2
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l,lai ntenalcl: Instructions
Describe maintenance procedures
Describe safety precautions for maintenance
Number items for reference to maintenance schedule' Manufacturer's literature
I4ai ntenance Sche-d.ul e
Referenced to maintenance lnstructions
l,leekly schedul e coveri ng:
Routi-ne check of equ'ipmint rooms
Monthly schedule covering each piece of equipment and controls.
Final Form
Number ol coples - b
Binders - 1 1/2", 3-ring, fiberboard reinforced p'lasti cor fabric cover
Index Tabs - for each section
A11 instructions typewrltten
Transparent sheet protectors - for
trlultiple binders - provide required
binders if data exceeds capacity of
all type sheets
additional 1 1/2'
one binder.
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C. Following satjsfactory start-up of the booster station,
the manufacturer shall submit to the owner a lll.itten oneyear warranty covering all materials and workmanship included
as part of this contract.
t.O+ C'lean-up. This contractor will be responsible for his own
clean-up and the clean-up of all his sub-contractors. This wi'll
incJude the removal of all cartons, crates and boxes at the endof each day and in no case less than once a week.
1.05. Temporary Heating/Venti'lation. The permanent heating systemin whole, or in part, sha'l I not be used for temporary heat-withoutthe written permission of the engineer. if perinissi-on ls granted,
the eontractor shall replace all filters before Owner acceptsbuilding. Any opefltion of all or any part of the permaneirt
heating system shall not constitute acceptance of the system norshall it relieve the contractor of his one-year guarantee of the
system.
1.06 As-Bui1t Drawings. The Contractor sha'|1 keep in his
custody during the entire period of construction, a current setof as-bui'lt drawings indicating all changes that have been made
fron the contract drawings. The drawings shall be kept clean
and in good repair and shall be ayai'lable for inspectlon at
any time.
15230-3
The as-built drawings shall consist of a set of the contract
structural/mechanical/electrical drawings with changes neatly
and legibly marked in color, as wel1 as prints of working
drawings prepared by the Contractor.
Changes to be noted on the drawings shall include final locationsof any piping or ductwork rel ocated more than I ' ' 0" from where
shown on the drawings, sizes of any piping that has been changed
wjth finai locations of all va'lves, including any that have been
added and al'l valve tag numbers in their appiopriate 'locations.
1.07 Coordination. The drawings show the general arrangement ofrptal work, piping, equipment aid appurtenaices. Follow-drauings
as closely as actual building construction and the work of other
trades wi'|l permit. Because of the sma1l scale of the drawings,
some offsets, transitions, fjttings and accessories which may-be
required have not been shown. Investigate the structural andfinish conditions affect'ing the work and amange the work accor-
dingly, providing such fittings, transitions, off-sets and
accessories as may be required.
Before any work is installed, and any equipment is fabricated or
purchased deternine that equipment will properly fit the space
availab'le and that p'iping and ductwork can be run as contemplated
without interferences between systems, with struetural e'lements
or w'ith the work of other trades.
1 .08 Electricai Work for I'lechanical Systems. Unless otheruise
indicated on the drawings, all electricai items for the mechan-ical systems shalj be furnished; set in place and wired by the
E'lectrical Contractor.
2.0A 0ESCRIPTION 0F SYSTEM OPEMTI0N. The water booster station
specified herein shall operate in conjunction with the existing
Booster Station #4. The two stations shall operate to draw water
from a 12" D.I.pipe which feeds the adjacent tank #4 (l ltl.G.) and
pump the water approximately 1750 L. F. (300 vertical feet) tofill an existing 250,000 gallon buried storage tank and an adjacent
new I M.G. buried storage tank.
2.01 Modes of Operation
A. Automatic l,lode. tlormal operation of the booster
station shall be in the automatic mode. In this mode,
the booster pumps sha11 be operated by telemetry control
signals from the 1.25 M.G. storage tank's transmitter.
15230-4
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The transmitter signal is received by a telemetry controller'located in the new booster station which monitors the tank
water level and initiates the pump starting sequence. A
suction line pressure switch is provided to monitor suction
line pressure and prevent pump starting tlhen Tank #4 is
I our.
A'lso, a pump alternator circuit'is provided to alternate
lead pump between #1 and li?.
The pump starting circuit shall operates as fol I ows :I
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As the storage tank water level falls, the #1 set of
control'ler contacts shall close, which energizes I TR,
ilhen 1 TR times closed, the existing lead pump #l or
#2 motor starter will be energized (depending upon alter-
nator circuit cond'ition) and the lead pump will begin
pumping water to the 1.25 M.G. tank at the rate of 300
gpm.
Shou'ld the tank level continue to falJ, the #2 set of
controller contacts shal] close, 2 TR will time closed
and the existing 1ag pump (#1 or #?) motor start sha'll
be energized, starting the lag pump to add an additiona'l
300 gpm of flow to the '1.25 M.G. tank.
Under extreme water use conditions (i.e. fire flow) the
continued drop in tank water level wil] c'lose set #3
controller contacts, 3 TR will time closed and the #3 pump
motor starter wilj energize, starting pump #3. The operation
of Pump #3 (in new booster station) shajl supply an add'itional
600 gpm of f'low to the 1.25 M. G, tank.
B. Manual l4ode. The pump operation control circuit shall
be des'igned such that each pump circuit js equipped with
a "hand-off-auto" se] ector svlitch. The "H0A" switches
shall override al'l automatic control conditions and directly
energize the respective pump motor starter.
3.OO BOOSTER STATION VAULT
3.01 General. l,Jork covered by this section shall consist of
furnishing all labor, equipmenl, supplies and material and
related iiems required for the fabrication and installation of
a comp'lete booster station vau'lt.
3.02 Materials. The booster station vault shall be constructed
of cast-in-place concrete in accordance with the engineering drawings
and Section 03300: Cast-In-Place Concrete.
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15230-s
I
3.03 Methods & Procedures. The vault shall have Jnternal
finished dimensions of'16't,l X l6'L X 10'H with an integrally
cast-in-p'lace vertica'l access shaft to the finished grade
elevation. VauJt construction procedures shal'l be in accor-
dance with Section 03300 - Cast-in-place Concrete and all
OSHA; state and 'loca'l safety regulations
4.OO MECHANICAL SYSTEMS.
4.01 General
A. Scope. Hork covered by th'is section sha'|1 consist of
turnishing all labor, equipmentn supplies and materials
unless otherwise specified, and in performing all operations
necessary for the installation of complete mechanical systens
- as required by these specifications and as shown on the
drawings, subJect to the terms and conditions of the con-tract. The work shall also include the completjon of such
details of mechanical work not mentioned or shown which are
necessary for the successfui operation of ail mechanical
systems described on the drawings or required by these
specifications. Scope includes (but is not limited to)
the fo]lowing:
Vault access ladder
Pump mounting platform
Hoist rail fabrication
Vault access door
Hoi st
Sump pump
Ventilation & heating system
Dehumi di fi er
Booster Pump
Piping, valves and fittjngs
B. Codes and Regulations. Materia'ls and workmanship shal'l
comply with a'l 1 applicable codes, specifications, ordinances''industry standards and utility company regulations. In case
of difference between building codes, specifications, state'laws, 'local ordinanceso industry standards, utifity company
regulat'ions and the contract documents, the most stringent
sha1l govern. In case of difference between contract plans
and specifications, the most stringent sha11 govern unless
written authorization for a spec'ific deviation is obtained
from the englneer-
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15230-6
I
Should any change in the drawings or specifications be re-
quired to comply wfth these regulations, rrotify the engineer
in writing prior to submitting bid, After entering into
contract, this Contractor vrill be held to comp'l ete all work
necessary to meet ihese requ'i rements vlithout added expense
to ihe 0wner.
Applicabie codes and standards jnclude the requirements and
regulatiorrs of the I'iational Fire Protection Association,
insurance underwriters, Underuriter's Laboratories, aJ1
state, county, and,/or mun'icipal jurisdictional enforcing
agenc'ies, local or jurisdictionai fire prevention bureaus
and/or fire marshal .
C. Codes and Standards - Referenced. ldhen standards, codeso
or specifications are referred to, reference is macie to theparticular standard, code, 0r specification, together withall amendments applicabJe at the time bids are taken uniess
otherwise specifically noted
D. Permits, Licenses, Fees and Inspections. 0btajn, pay for
and maintain al 1 required penn'its, licenses and certificates
of inspection.
Make arrangements for and conduct all tests and/or inspection
of work required for compliance with appiicab'le codes lnd
ordinances and any additfonal testing or inspect'ion required
r:nder the contract. The engineer shall be nottfied of a"l I
tests and inspections not less than 48 hours prior to the
scheduled time and date.
4,02 tlaterials and Equipment. Except where otherwise noteo or
spec'ified, a'll materials shall be new and of the best quality of
their respect'ive kinds, If a manufacturer named in the spec'ifica-
tions has nrore than one class or qua'l ity of equipment available,it sha'l I be understood that the material or equipment to be pl-o-
vided shall be oniy of the highest quality the manufacturer pro-
duces.
A1 I material or work of unsound or unfit character, or damaged
after installation, or not conforming to pians or specificatjons,
shal'l be removed and reconstructed or replaced by this Contractor
t0 the satisfaction of the engineer immediately upon proper notice.
The expense of doing so or cost of delays and of making good the
work affected by the damage shal'l be borne by this Contractor. i{o
extension of time will be al'lowed for the correcting of faulty
work.
Air handl'ing and other equipment affected by altitude shall be
rated, sized and adjusted to deliver capacities shown as instailed
at the site.
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15230-7
Use the same brand or manufacturer for eacir specific appl icationof pumps, nrotors, motor starters, valves, fitt'i ngs, controls,
specialties and equipment.
41 I major equi pnent cornponents sha'l I have the rnani;f acturer's nane,
address, model number and serial number permanentiy attached in
a conspi cr.rous j ocati on .
A. Access Ladc.ter. The vault access ladder shall be
fabricated as shown on the drawings fron steel naterials,
securely attached to the vaul t wal1 and shal I conform to
a1'l appi j cab'le OSHA standards.
B. Pump Platform. The punrp p'latforni shali be fabricated
as shown on the drawings from C6 X l3 sieel channel with
a 1/4' sieel plate cover. Al ] fabrication jo'ints shalj be
welded continuous around mating surfaces. The platform shal1
be secure'ly attached to the vault floor prior to mounting the
pur,rp and associ ated equi pment.
C. froist Rail. The hoist rail shall be fabricated from
5 B X 18.4 stock and ceiiing mounted as shown on the drawings.
3 X 3 X 14 steel angle clips shall be r.relded at each end of
the raiJ to act as lioist stops and prevent the ho'ist from
traveling off of the rail.
D. Access Doo:. The access door sha'l I be installeci as
shor.rn on the cirawirtgs. The door leaf shal j be l/4" steel
diarnond pattern plate to withstand a H-?A vehicle liveload. Channel frarie shall be l/4" steel with an anchor
f1 ange around the perirneter. Door shall be equipped with
heavy forged brass hinges, stajnless steel pins, spring
0perators for easy operation and an autonatjc hold-open
arn with release hancile. A snap lock with removable handle
shall be provided. A i 1i2" drainage coupling shali be
'l ocated in the front rjght corner of the channel frame-
Hardr.rare shai'l be cacnrium p'i ated and factory finish shail
be prirne coat of red oxjde applied to steei doors and frames.
l'lanufacturer shal 1 guarantee against defects in material
or workmanship for a perjod of fjve years,
l4anufacturer: Bilco i,lode'l rJ-5 for H20 loading or substitute
meetirrg above specification.
t. Hoist. The hoisi sna'l I be a singie speed Iow headroom
electric rvire rope hoist rated ai I ton capaci!y comp'lete
rvith sieel wheel , ball bearing fjtted trol1ey for operation
on an S 6 X'18.4 hoist rajl. Ihe lifting speed shall be
l4 ft./firin. The notor shall be totally encl0sed, hoist-duty
for 240 V, 60 ltz, single phase of operation. The p'i stol
grip pushbutton control unjt sha11 operate at 24 V.
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15230-B
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l'lanufacturer:
meeting above
f. Sump Pump.
Coffirrg l4odel *I.JRT-2014-1 or substitute
speci fi cati on.
A submersib'le sump pump with a l/2 Hp,.|725 RPl4, single phase, 60 cyc'l e, 120 V electrical motor
shal'l be instai'led jn the pumping station sump. The sump
purnp shalj have a capacity of 900 gph at 25 feet TDH and
shall discharge to a suitable open drain. The sump pump
discharge piping within the pump chamber sha'l'l be I l/2
inch gaivanized steel pipen Schedule 40 with screyred endfittings. The sump pump riischarge line shall include
one (l) vertical check valve. The pump and motor housing
of the sump pump shal'l be of cast iron construction and
sha'l i have an independent f'l oat st^litch mounted in the top
to the motor housing. The svlitch shall be so adjustable
as to operate the pump unit rrrithin a six {6) inch differential.
A mechanjcal seal shal'l prohibit the pumped fluid from
entering the motor housing.
G. Dehumidifjer. A packaged dehumidifier with sealed
refrigeration type compressor, coof ing coi'l and condensing
coiis shai'l be installed in such a manner that tire condensate
shai'l discharge into the sunip. The dehumidifier electric
motor sha'll be 120 V, controlled by an adjustable humidistat
mounted on the dehumidifier and shal l be capable of retnoving
a mjnimum of twenty (20) p'i nts of vrater from the air, in a
twenty-four (24) hour period.
H. Vent i 'i ati on & lleati ng Systems
1. Electrjc ijnit Heater. The pump station shall be
provided wi th an electric heater, wal1 mounted, to
operate on 240 V, sing1e phase porler. The heater shall
be of the fan forced heat typen complete rvith dial type'
integral thermostat, therma'l power disconnect, safetygri'll and specia'l fan thermostat. The heater capacitywill be a minimum 0f 4000 watts input, .l3,700
BTU
output. The heater wi'l'l be wired direct and be provided
wjth a separale circuit breaker.
I'lanufacturer: Chromalox LUH-04-03
2. txhaust Fan. There shail be one (i) exhaust fan
mounted within the booster station. The fan shal1
feature centrifuga'l type, statically ba'lanced blower to
assure quiet performance. The fan capacity shall be
mjnimum 275 CFM 0 .|.0 inch static pressure. Fan control
shail be by thermostat wired in para]lei with a night glow
type manuai swtich, mounting in the same two gang condulet
box as the light sl.ritch at the entrance manway.
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15230-9
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J. Piping.
be Schedule
vrel ded type
The jntake and exhaust duct shall be 6" 9 PVC and installed
as shovtn on the dral'i ngs. A steel pipe intake and ex-
haust duct shali be interconnected to the PVC duct and
instalied along wjth the fittings in the cast in place
concreie light post. A fresh air intake backdraft' damper sha'll be instailed jn the vault ceiling.
I. Eoosrer Pump. The booster pump shal'l be a horizontal
base mounted bronze fjtted, left hand rotation, sp1 it
case opposed suction, multi-stage centrifugal purnp with
the fo'l I owi ng features ;
l. Size - 4 x 5 x l5Z. Delivery - 600 GPN 0 360 ft. T.D.H. 0 1750 RPl4 0
minimum 70% pump effic'iency.3. Seals - double inside unba'l anced nechanical seals.4. Impeller - bronze, enclosed, static & dynamically
bal anced .5. Flanges - suction - .l25 1b., discharge - 250'lb.6. Plinimum suctjon pressure - 0 psi
7. I'iaxinrum suci'ion pressure - E0 ps j
All piping internal to the vault r+alls shall
40, ASTltl A-53 seamless black steei pipe for
f'lange fittings.
K. Butterfiy Valves. Ail butterfly valves shall be rubber
seateci, tight closing type meeting rhe A!.lhlA C504 standard
and havjng the following features:
l. Valve encls - flanged, 125 lb. ANSI2, Operator - gear driven, handlvheel , open left type3, Body material - cast iron4. r/orking pressure - 2C0 psi
i'lanufaciurer: Llresser sty1e "450" Aldl.lA Class J50 B or equal
L. Fittings. All fittings (excepi wal1 pipes) shall be
cast iron, flanged for a working pressure of 250 psi or
Schedule 40, ASTI4 A-53, black steel weld fittings w'ith.l50
I b. r.iel ded steel f I anges.
i4. Check Valves. Af i check valves shall be iron body,
bronze mounted' fu1 1 opening 'lever & spring, swing check
valve. l{ork'irrg pressure rating shall be 250 psi rrith 125'lb. f l anged ends .
l,lanufacrurer: Dresser style 259-02 or equa'l .
N. iiall Pjpes. A'l'l l,rall pipes shall be cast iron, .l25 lb.
flanged mechanjca'l joint ends with ring for a working
pressure of 250 psi.
.|5230-.l0
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0. Basket Strainers. Basket strainers sha'l i be semi-
sleel body, 250 psi rated with .l25 1b. flanged ends.
4.03 liethoci and Procedures
A. r/crknanshjp anci Completion of Instal lation. The
Contract0r, as we'l I aS his enployees and subcontractors,
shall be well-versed and skilled in the trades invoived.
The Coniractor sha'l I be wholiy responsible for complete and
proper jnstallation of A-l work required for the project,
including minor detaj ls not.shown or specified as are
necessary to complete the project.
Any changes or deviations from the drawings and specifications
musi be authorjzed 'i n writing by the eng'ineer before the
change is made. Correci at no expense to the 0wner al'l
errors in instal iations and repair al'l leaks in pip'i ng,
equipn''eni and duct connections, 'including any resulting
damage to r,rork of other trades. Install a1l specia'lties
as detai'l ed on the drawings. Fo1 low approved manufacturer's
reconmendations where details or specific installation jn-
struci'ions are not provided.
Upon conpletion of i,he work, remove all litter, ulaste
materia] , unused materiaJs and Contractor's tools and
equipment from tlie jobsite. Check,'l ubricate, test,
correctly adjusi anC 'i eave ready for proper use or
operati on as j ntencied, al I i nsta'l 1ed systerns ,
Cl ose all pjpe and duct openings with caps or plugs during
'i nstal laiion. Protect all fixiures and equipment againsidjrf, water and chemjcal or mechanical damage. At com-pletion, thoroughly clean and remove all residue frominterior surfaces. Clean exterior surfaces of all materials
and equipment and del 'i ver in perfect, unblemished condition,
Complete performance tests before re'lease of any systems to
the 0viner for operation. Install al'l safety devices and
request inspection and approva'l of same by authority havingjurisdiclion before placing related systems into temporary
or permanent operation,
B. Piping jn General . Foliow generally the arrangement
shor+n on drawings, but wjth necessary modifjcations to
make a neat appearance and to coordiante urith other work.
Verify djmensions of al'l valves, fittings and equipment
and coordinate with measurements made at the site so that
the piping systenr wil'l fit together properly;
1s230-11
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If pipe size not clearly evident on drarlingn request clarifi-
cat'ion from engineer during bidding period.
Insta'i 1 exposed riser and run-outs as close to wall or
cei 1 i ng as pracii ca'i .
Aljow at least one-half inch between finish covering and
adjacent'l ines and between finish coverjng and other work.
Furnish and properly set in forms all sleeves and boxes
required for ducts and p'iping passing through wal'ls, floors
and roof. Determine proper location and locate ali sleeves,
boxes, recesses, chases, bases, inserts and openings in
advance of construction, or obtain pern'ission and pay for
approved cutting, patching and restorjng to prior condition.
Provide al) required jnserts, hangers, fasten€rs and fixtures
needed for support and jnsta'l lation of the work. Ernbedded
inserts, individual rod type or continuous channel with
flanges or other provisions designed to prov'ide secure
anchorage, shali be provided for concrete construction
where possible.
Do not locate fittings or joints above electricai panels
or switch gear.
In general , run piping para'l lel or perpendicular to main
bui lding 'lines.
Run horizontal lines horizonta'l sr with uniform pitch as
indicated.
Run vertical 'l jnes exactiy plumb,
Cut pipfng accurately to dimensions nade at the site and
install without sprirrging or forcing
Connect piping equipment without strain.' Demonstrate absence
of strain where requested by renoving f1 ange bolts or dis-
connecting piping
Carefuily examine ai1 pipes and related equipment before
instajlation. Insiall no ciefective pieces. Carefully
handle p'i pe to prevent damage to coatings. Use proper
tools and equ'ipment so that piping is handled safely and
wj thout damage .
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Clean al 1 pieces careful'iy before insta'l lation. Cap, plug,
or protect wjth covers 'uo keep out dirt and moisture. Blovr
out, rod out' flush out a'l I piping before final connectionsto equipment to rernove al'l foreign materjals. Furnish any
necessary temporary connections, valves, etc., for this
purpose.
Use dielectric unions vrhere pipes of dissimilar nrateiialsjoin together.
A'l'l piping systems shall be'installed so that they pitch
and may be easily drained. Provide means of draining of
1ow points of ali pipjng without disconnecting the pipe.
Hose and connect'i on va'l ves shalj be prov'ided at aIl low
poi nts.
Provide pressure gauges and swilches where called for
on the pldns.
C. Field Joints - Pipe. Pipe instalied within structures
or above ground shali have flanged and mgchanica'l 'ly
coupled joints as shown on the drawings
1. Flanged Joints. Tighten bolts so that gasket
is uniformly compressed and sealed. Do not distort
flanges. Do not conplete mechanfcal coupled joints
until flanged joints affected thereby have been tightened.
Leave flange bo'lts urith ends projecting l/8 to 3/8
inches beyonri face of nut after tjghtening. A11 flange
gaskets shall be fu11 face type. Ring gaskets are noi
acceptabl e.
2. Mechanical Coupled Joints. Renove all si1, dirt,
loose scale and rust from the ends of the pipe and the
coupling. llipe gasket c'lean prior to installatjon. Tighten
bolts wjth wrenches of the size and type recommended by the
coupf ing manufacturer. Tighten all bolts equal'ly r^iith the
coupl'ing square and symmetrical with the pipe.
3. Threaded Joints. Ream pipe to ful I diameter,fi'le off al'l burrs. Use pipe jo'int compound, Garlock
Plasti-Thread or Threadseal tape" Do not use iead oxidejoint compound. Thread pipe so no more than two threads
are exposed when tight.
4. !,teld'ing. Fusjon welded jn accor:dance with ANSI
Standard 831 .10 unless otherwise required. t^lhen the
temperature of the component parts falls to 32"F or
lower, heat the material to approximately 199"F for
a d'i stance of 2 feet on each side of the weld before
we'lding; reheat if temperature of material drops belovr
32"F during welding.
15e30-13I
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5. tseve1ing. in accordance wjth recognized standards
by mechanical means of flame cu+.ting. Where beveiingjs done by f1 ame cutting, clean surfaces of scale and
oxi dat'i on pri oi' to vrei di ng.
6. Al ignment. Before welding, properly align the
cornponent parts. Use back'i ng rings when required.
7. Elecirodes. Store'in dry heated area; discard
electrodes that have lost part of their coating.
B, Inspection. l,,leids are to be inspected by the
Contractor's vlelding foreman and defective vrelds are
to be removed and rewelded. llelds determined to
be defective by t,he engineer are i,0 be removed and
rewelded, The engineer reserves the right to use x-ray
as a means of inspection; defective wejds are to be
removed and replaced. The repairing of defective
welds by adding new material over defects or by peening
is not permitted,
9. Certification. Pipe vrelders are to be certified by
the ilatjonal Certjfied Pipe l,leld'ing Bureau. Each
operator's cei'tificate is fo be kept on file at thejob site and made avajlab'le to the engineer upon re-
quest.
D. Valves. Instail all valves and accessories in accordance
with manufac'uurer's insiructions and in accordance wfth details
sirown on the drawings. Fojlow generally the arrangement
shovirr on draurings, but tlith necessary modifjcations to make
a neat appearance and to coordjnate with other work.
Verify dimensions of ajl valves and accessories, and coor-
dinate with measurenents made at the sjte so that the piping
sysiem will fit together properly,
All va1 ves wjlj have type ends and stems specified or
indicated on the drawinEs or as requ'i red by the equipment
connecti ons
Provide shut off valves vrhere sholn on thc drawings and onall branches off mains uhich serve more than one unit and
each piece of equipment or appliance so that the suppiy and
return services can be shut off to remove the equipment or
appl i ance wi thout di sturbi ng the pi pi ng systems . Locate
valves easily accessible to operator or equipment-
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'15230-'14
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After insta'l Iation of valves and accessories is comp'lete,
perform all necessary adjusiments, lubrjcation and main-
tenance in accordance with the nHnufacturer's instructions.
Prior to final inspection, clean al'l surfaces of grease,
constructjon dirt, concrete and a'l 1 foreign matter.
E. Air Djstribution System. Adhere to drarvings as closeiy
as poss"ible but vary the run and shape of ducts, and make
offse'r.s during progress of work as required to meet inter-
ferences
Locate duct openings througrr roofs and walls in ample time
to meet building construction schedule,
Ductwork specified herein is of circuiar cross-section, un-
less otherwise indicated.
Cap ali open ends of duct systems during construction to
reduce dust and debris buildup within systems.
Duct sizes shown on the drawings are nominal dimensions, in
inches, uniess otherwise shown.
Un1ess otherwise noted, all equipment must meet specified
performance at a sjte elevation of 8500 feet above sea
level .
Support veriical lines at bases using either a suitabie
hanger in a hcrjzonta'l line near the riser or a base typefitting set on a pedestal foundation or support.
Drilling of holes for anchors, supports, hangers, piping,
etc., in the structural or build'ing work jn general will be
permitted only where approved by the engineer. The con-
tractor shaji secure permiss'ion from the engineer prior to
starting the drilling at each 'location. Install inserts
as requ'ired to minimize drilling.
Install hangers so as not to interfere with free expansion
and contraction of piping. Hang pipe with jts weight
properly distributed between hangers so as to prevent ex-
cessive deflection and stress in either pipe or the supporing
member.
Pip'ing may.be set on top of ce'iling if adequate provisions
are made to al'l ow for movement without danage to the pipe
duct. lnsta'l I all equipment jn accordance with manufacturer's
instructions,
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1 s230-15
l. 'riar,er System F1 ushing. F'l ush and sterilize r,rater
systen as per specifications of State Board of Health
as a minimum. Use 'l iquid chlorine or hypoch'i ori tes to
produce a dosage of not less than 50 ppm. Hold solution
'i n pjpe for at least 24 hours. l4aintafn mjnimum of
5 ppm chlorine residual at pipe extremjties. 0pen and
close al 'l valves at'l east three times during retentionperioC. If less o repeat disinfection procedure until
a 5 ppm residual is obtained
Flush system with clean r+ater unti'l residua'l chlorineis 'l ess than one ppm" Open and close all valves
during flushing period.
Subnrit two (2) copies of the sterilizatjon test report
ifl"t?l,ilfl]l;:r t.. approva]. The report shall contain I
Date, time and place of cleaning
Durati on
Person responsible
So'l utions concentra"ion
5ol utions temperature
Resul ts
0uts'ide air temperairire
Inside air ternperature
staiic iest. After the pipe has been installed
ipe or any valveci section thereof shall be sub-
a pressure and 'l eakage test. The contractor
vide el1 purnps, pipe, connections, gauges,
devices and all other necessary apparatus
conduct the tests in the presence of the
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2. Hydro
a1l nevt p
: ^^+^; +^
J trL LtrU Lt.,
shal l pro
rneasuri ng
and siral'i
eng i neer .
a. Test Pressure. The required minjnrum test
pressure shall oe estab'l ished by tlre engineer prior
to ihe tesiing period. l{otify the engineer 48 hrs.prior to the test s0 pressur"e may be established.
b. Duration of Test. Three hours minimum of main-
ta i ned pressure .
c. Air Removal . Prior to performance of the
test, conpi eiely f i'l 'l the pi pei i ne w j th vlater
for a period of 72 hours. Expel air by means
of air re] jef valves, or other means as required.If the test disclosed ieakage, the contractor shall
locate and repair the defective joints. The contractor
shal'l repair any leaks regard'l ess of the test resuitsif they are serious enough to endanger the future
serviceability of the pipeiine.
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3. Final Adjustrnents & Acceptance Tests. Check equip-
ment for proper operation and complete adjustmentsprior to final observation and acceptance of the project.
Upon comp'l etion and following successful pre-tests, at
the time set, demonstrate to the engineer and 0wner,
design function of each operating component and system.
Demonstrate function and operation of safety controls
and alarms
5. OO TLTCTRICAL SYSTEI'IS
r 5.01 GeneralIA, -\copp. Work covered by this section shall consist of
r furnishing alj labor, equipment, suppfies and materja'l s unless
I otherwise spec'ified and in performing all operations necessary
for the instal'l ation of complete e'lectrical systems as re-I 3il5::,0i"'lf;l",ilfi!'l;:":lll;,?ll,Tr'ffiX'.3l.lli,l"Tl!n"r work shall also incJude the completion of such details of
electrical work not mentioned or shown which are necessary for
I the successful operation of all electrica'l systems describedt on the drawings or required by these specifications. Scope
includes (but is not'ljmited to) the following:
Secondary Electric Servjce
Meteri ng Fac j 'l i ti es
Li ghti ng
Groundi ng
Power |Ji ring
Control l''liring
instrumentation l,Jiring
Teiemetry }iiring
B. Spec'ia1 Requirements .
1. Standards for Materials. All materials shall be
new, shail conform with the current applicable industry
standards, unless otherwise indicated. Horkmanship and
neat appearance shail be as important as the e'lectricai
and mechanical effic'iency. Defective or damaged nateriaJs
shall be replaced or repaired prior to final acceptance
in a manner meeting the approva'l of the engineer and at
no additional cost to the Owner. The 'latest editions of
the following standards are ninimun requirements.
Underwriter's Laboratories (UL)
Instltute of Electrical & Electronic Eng'ineers (IEEE)
American National Standards Instjtute (ANSI)
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I 52s0- 1 7
llational Electrical i4anufacturers Assocjation (NEM)
American Society for Testing and l\4aterials (ASTM)
2. Codes and Regulations. The complete instal lation
shall comply with applicable local and state wiring
ordinances and codes, A'l I codes and standards shall
be per the 'latest edition with al'l supplements andoffjcial interpretations included. The drawings and
spec'i fications take precedence when they are more
strigent than codes, statutes, or ordinances in effect.
Applicable codes, ordinances, standards and statutes
take precedence when they are more strigent or con-flict with the drawings and specifjcations. The com-
plete installat'ion shall conform with the fo'llowing I
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code:
llational tlectrical Code (NEC) NFPA-70-.l978
5.02 Flateri a'l s & tqui pment
A. Booster Pump l4otor. The pump motor shall be 100 Hp,
405 TS frame, TEFC, f{El'14 Design "9", '1750 RPM, 480 V,
3 P, 60 HZ, C'l ass "F" insu'lation, 40"C ambient, 1.00 S.F.
for operatjon at 8500 ft, above sea level .
'l . Appl i cabl e Standards :
NEPJA Standards Publication No. l4G-l
ItEE Standards
AliSi Standards
U. L. listed
lrtc
?. Acceptable l,ianufacturers:
Dol nn
Re i i ance
U . S. l4stors
hesti nghouse
B. Power Factor Correct'ion Capacitors. Al1 three pump
molors (2 existing and 1 new) are to have polier factor
correction capacitors on load sjde of starter. Potler
factor correctf on sna'l I be to 95"i" - 1007,, Power factor
correct'i on capacitors shail not contain po'lychlorinated
bi pnenyl s (PCB' s ) as a di a'!ectri c materi a'l .
C, Cjrcuit Breakers. There shall be provided, dead front
therrnal iragnetic circujt breakers of the voltage and
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15230-18
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current rating shovJn on the drarvings. All circuit breakers
shal I be instal led irr panelboards.
D. Lighting. There shal'l be tlo {2), ?00 watt incandescentlight fixtures installed r'ljthin the booster station as sho!,n
on the drawings, The light slitch shall be n'ight glolv type
mounted 'in a weatherproof gang box and located jn the
entrance manway, conveniently adjacent to the station
entrance ladder.
t. |^Jire and Cab'le. A]l control circuit wire shali be
minimum #14, 75oC, l9 stranded copper type THI^I" Motor
leads and service feeders shall be 75oC copper, 600 V,
type THf'l with compression 'lug termination where applicable.
Al I other wi ri ng shal 'l be mi nimum #l2, THtl, 75'C. A'l I
wiring between control pane'l , ventilation fan, heater,
sump pump, etc. shail be installed in rigid metal conduit
unless otherwise noted. Connections from conduit termination
to al'l motors shall be made using liquid tight flexib'le
conduit, "Sea'l tite", or equa'l .
F. Condui t
l. Rigid Conduit. Hot dipped galvanized rigid steel
conduit in the fo'l loling above-grade areas.
Embedded in above-grade concrete fjooi s'l abs, columns,
or wa'l 'i s
l,Jhere exposed to mechanical injury
Where specificajly required by NEC
A'l 1 remaining areas, except as permitted or specifically
required in the foliowing paragraphs.
Rigid steel condujt sha11 comply with Underwriter's
Laboratories Standard UL 6, USA Standards Institute
c80-t .
2. Electrica] Metal'lic Tubing (ftlf). 2" and smajler
(no il'lT larger than 2" permi tted) . f'lay be instal ledin "above-grade" dry areas only in the fojlowing locations:
Concealed locations in furred walls or ceiiings
Exposed at jeast 3 feet above the floor
El4T shall be galvanized on the outside, coated on the
inside, with a smooth hard finish of lacquer, varnish
or enamel
tMT shall comply with Underwriter's Laboratories
Standards UL 797, USA Standards lnstitute CBO-3.
15230-19t
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El'lT f i rti ngs shal I be of the fol l orvi ng type:
Steel (pot-meta1 type noi acceptable)
Compression glanC or "Tomic" tap-on {set screl or indenter
types not permitted)
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3. Flexjble i4etal Conduit (Sealtite).'Iengih (s ) for;
In sufficient I
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Make-up of motor, or equipment and raceway connections
l,Jhere iso]ation of sound and vibrat'ion transnission
i s requi red
Connections to recessed lighting fixtures
Provide vlatertight flexjble condujt for equipment
connecti on sin locations exposed to weather
In interjor locat'ions subject to moisture
Use s'r.eel condujt fitiings
Conforrn with Fed. Spec. IJH-C-566b,
4. Below-Gracie Raceways. Rigid, heavy walj, Schedule
40, polyv'inyl chloride (PVC) piastic conduit, suitable
for direct burial shall be provided for installation in
or be'lov; sibbs on grade or jn earth or gravel .
Condr,its 1 1/2' and 'l arger shall meet requirements of
NEi'1A Pub'licat'ion llo. TC-1-1965.
Pl asti c Conduit l4anufacturers :
Carl orr
Ethyl
Krayl oy
Tri angl e
G. Conduit Hangers. Size of support and hanger members
sha'l I be not less than rianufacturer's recommendations, in
accordance with fjrst class industry practice, and of
dimensions and configuration as required by actuai equip-
ment and field conditions. Aj'l such members shall have a
factor of safety of three (3) minimum. lilounting details
shor+n on draviings shall be considered minim,;m requirements.,
Increase as necessary to suit actual field conditions.
l4anuractLirers:
Ki ndorf
Por^rer-Strut
Uni strut
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H. Convenjence 0ut'let. Four (4) 120 V dup'lex polarized
convenience receptacie shall be provided and 'l ocated on
the four wolls of the vau'l t. [ach receptacle shal] be
mounted in a single gang condu'l et with weatherproof cover,
One (l) 240 V convenience receptacle shail be provided and
located adjacent to the single phase paneiboard on the
vault wall. The receptacle shall be mounted in a single
gang condulet with a "screw-on" weatherproof cover.
I. Tel emetry Tank Leve'l Contro'l s, The telemetry tank
level control sha'l'l consist of a B.I.F. Mode'l 231-20
transmitter located at the 1.25 M.G. tank site and a
8.1.F. Model 230.05 receiver/controller mounted jn the main
controi pane'l within the new booster station.
The existing transmitter used to operate the booster station
#4 pumps is presently located in a manhole at the new tank
site. Th'is transmitter sha11 be salvaged and reinstalled
as shown on the plans to operate the new pump control
ci rcui ts.
A nevr B.I.F. receiver/controller shall be suppiied to use
with the salvaged transmitter,
J. Paneiboards. Pane'l boards shall meet NEMA 3R enclosure
standards. Each panelboard shall be equipped wilh a main
circuit breaker and branch breakers rates as sho'ln on the
engineering drarvi ngs.
K. Cont,roj Panel , The ma'i n contrc1 panel sha'l I meei l{El'lA
3R enclosure standards. The control panel shali have
internally mounted, al'l motor starters, contro'l relays,
timer relays, fuses and terminai strips as shown on the
drawings. A1'l indicator lights, elapsed time indicators'
selector switches and the.telemetry controller shall be
door mounted.
Legend plates shall be
switches and lights.
or condition for each
furnished on a'l 'l panel front mounted
Each p'late sha'l'l i ndi cate the functi on
respective unit.
An alarm circuit shall be incorporated within the control
circuit to signal an emergency 1ow tank level condition.
The presence of this condit'ion shall il'luminate a control
panel mounted red indicating 'light and a red warning light
mounted in the light post fjxture above finished grade,
at the booster stat,ion site.
15230-21
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APPROVID ILECTRICAL C(Ji.iTROL COI"IPONINT IIANUFACTURERS
iwi"ih approved door closing hardware)
a. Hoffnarr NENA 3Rb. AI,1FCo. .:::.::::::. nEr,1A3Rc. Nei son il ectric NEI'IA 3R
Pairel Enclosures
2.
Class 9423
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a. Square D
3. Fuses
+,
5. CjJttJol Relays
a. A1 I en ilraCl €y ,
h (nrrrv.a lr
c. Cutier iannter
a. Bussrnan i'lanufacturi ng
i"iagngt j c i:jolq!.ltarterji.
a. Allen Bradle.v, Bulletin 709 (full
b. Square D (stanclard si;r:) Class 8536
c. Clark Bulletin 60]3
Fusetron Dual
El ement
Fi'lA - Indicating Type
FRN - 250 V
FRS - 600 V
Bulietin 700 N
Class B50l - Type L
File D 23 - Type l'1-30C
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vo] ta ge )
7
Tirne D-e'i ay Relals
a. Aj j en Bradl ey 8ui letin 700 NT
b. Cutl er Hanxler ilo. D 87
Pushbuttons, Sel ector Swi tcites
a. A'i I en Braol ey Bul I eii n 800 T
b. Cutl er rlarmer Bu'l I eti n 10250 Tr Sn,r.arp i) Bul leti rr 9001 -1..AJY ru I e
15230-22
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3. indjcating Lights _{"Push-to-iest- Typ_e". - loj,__volfggel
a. Allen ijradley . : Bul1etin 300 T - PTb, Square U tsul I eti n 900'l Type "J "c. Ciark Bulletin 100-H0
Termina'l Bloqks
a. Al 'len ttradl ey
h (nrrrv.a i')vYvv, v v . I
Ptless-ure Sw j t_ches
a. Plercoid Control
Circuit Ereakers
Square D
Cutl er llarruRer
Iiulletin 1492, Style "F8"
Class 9080, Type KC-l
Di fferenti al
Mercury Switch
1n
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Elsff sd-Igc_l&-r-€s to'"!.
a. lllorth Anreri can Ph'i 1 1 i psb. Chranrerc. Approved Equal
rrl rF(n
12,
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b.
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.|5230-23
5.03 l'lethoCs and Proceciures
A. Primary Ejectrical Service. The prinrary underground
e'l ecrrical service primary rjser termination equ'i pment,
and the pad-mount transformer will be provided by theutility company. The trenching and raceway system (if
required by the local utjlity coinpany) shal'l be provided
under their contract. The concrete mounting pad sha1l
be supplied by the utility company a'lso.
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Provide a 48-inch deep
former to the service
si te pl an draw'i ng,
Trenching and backfilling sha11 be performed in
vlith Sect'ion 02220 - Excavating and Backfi1iing.
trench from the pad mounted trans-
entrance as shown on the electricai
compl iance
Coordinate complete ejectric service entrance requ'i rements
wirh loca1 utility to assure that the fo1 lowing systems are
proper'ly instal ied:I
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Power transformer size, electrical
location (by utility)
Electric meier (by uti'lity)
insia'll meter"ing C. T.'s and P. T.
characteri stics and
's furnished by utility
Instail underground electrical ccnduits to a burial depthof 13" minirrunl.
Provide compiete underground electrjc servjce raceu,ay
systems and associated nnterials from point of utility
termination to service entrance equipment.
Coordinate underground conduit insi.aj'l ation with other
work to eliminate conflicts and avoid interferences with
other underground piping systems.
B, Secondary Iiectri caj Service" Prov'i de a c'onplete
electrjc service entrance system, underground, as indicated
on the drawings,
Service voltage, number of conductors, size of conductors,
conduit size and type and associated equipment as indicated
on drar.ri ngs.
L, LOn0U l -,-
1 Genera'l . Securely fasten and/or supporl all race-
r'rays at intervals and 'locations required by the llEC for
the type raceway employed.
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Enrbedded raceways shall be securely tied jn piace prior
to embedment.
Lay out work in advance to avoid
of multipie raceway runs.
excessive concentrations
Raceways shall terminate in proper cubic'le or section
intended for serving cable connection.
Horizonta'l cross connections not acceptable, except
where specificai 1y detai 1ed.
Where equiprnent in open areas is fed from wiring in the
slab, terminate conduit in a flush coupling at the floor
or suitable waterlight box with el 1, from which point,
extend a rigid conduit njpple at least 8" above the floor,
and provide flexible condujt connection to the equipment,
l,lake all conduit connections at the floor watertight.
Support and a'l i gn ai'l race,rrays, cabi nets , boxes,
fixtures, equipment, etc., in an approved nanner and
as herein specified. Review a'l I structural and mechan-
ical drawings and provide a1 I mounting methods as
necessary to properly adapt with same.
Locate racewaJis so that strength of structural membersis unaffected and they do not conflict with ihe services
of other trades,
Instali one jnch or 'l arger raceways in or through
structural niembers {beams, slabs. etc,) only vrhen,
and in a manner approved by the engineer.
Protect all raceway systems from introduction of debris,
water, etc. A1 1 empty conduits sha'l t have galvanized
or plastic pu1'l wire or cord installed to faciljtate
future w'ire or cab'le i nstal1ati on,
Provide code s'ized pul1 boxes (conduit fittings not
acceptable) as required to'limit condujt runs to .l00
feet and/or three (3) 90" bends between tenninations.
Termjnations: I l/4" and larger; termjnate rvith in-
su'lated bush'ings or raintight connections with insulated
throats.
All rigid steel conduits shall have doub'le
and a bushing. Lengths of fjexible meta'l
contain a separate grounding conductor as
"Groundi ng ".
I ocknuts
conduit shall
outlined under
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Turn conciuits with neat symmetricaj concentrjc bends.
Running threads jn conduit not permitted.
Conceaied Raceways: Run jn a direct line; use long
sr'reep bends and offset where possible,
Conduits sizes shall be in accordance vrith "l,lire Fill
Table" listed in liEC for the guantities and sizesof wjre insta'l 1ed therein, including any case where
conduii, size is not noted on drawinqs.
Where nonmetalljc racelrays are utilized, size the race-
way as required to conform wfth the fill requirementsof the "i.lire Fil'l Table" rvith the grounding conductor
considered as an insulaied additionai conductor. See
"Grounding" section.
2. Instaijation, Above-Grade. Conceal a'l 1 raceways
except at surface cabinets, for motor and equipment
connect'ions and in mechanical equipment rooms.
Install a njnimurn of six inches fron flues, steam pipes
or oiher heated Iines.
Provjde f1 ashing and counterflashing or pitch pockets for
vraterproof i ng of a'l 1 racelvays , out'i ets, f i tti ngs , etc. ,nhich penetrate the roof.
Route exposed conduil and surface metal raceyiays paralle1 Ior perpendicri'lar to buiiding lines with neat right angle Iturns.
Provide sleeves 'i n fornrs for new concrete walls, floor
slabs and partitions for passage or raceways. l,laterproofall sleeved raceways vrhere required.
Provide one ernpty 3/4" conduit for each four spare
unused poles of each flush mounted branch circuitpanelboard, Terrninate empty 3/4" conduit in a junction
box whjch, after construction comp'letion, is accessibleto enable future brarrch cjrcuit extensjon(s).
3. InstaiJation, Below-Gracie. install plastic raceways
in a manner to permit thermaj expansion of raceway.
Insrall exterior underground conduits 48" (minimum)
below finished grade,
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15230-26
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Conoui t Strpport
1 General . Jo not suspend racevJays or equipment from
support methods or equiprnent installed by other trades,
such as uiater, other pipinE or ductwork. Provide
fndependent and secure support methods, unless specifically
noted othervrise herein, or sepcifically approved by engineer.
Z. Support lrlethods . Support race!.,ays, 'l umi nai res and
equipment from structural elements capab'l e of carrying
the tota'l weight. Provide supplementa'l brackets, hangers,
channels, ang'l e iron, etc as required to provide support
fron such structural elements
|/,|'l r'l n cl
I . Instal jation. Al 1 rvi ring shal I be routed through
an approved racef^iay, regardless of vo'l tage appiication.
Puiling in - do not exceed cable manufacturer's tension
recommendations.
Pull r,rith r'roven-vrire grips, using ball-bearing sr,iivels.
Pul 'l rvi th an approved vi re-pui i i ng 'l ubri cant for al l
yr j re l{o. 4 and l arger,
Proper'iy seal cable ends io pratect prior to termination
nrake- up .
Do not exceed cacle bending radii recomnended limitations.
tJo noL insial'l irire in incomplete conduit runs, and untilafter the concreie work and p'l astering is cornpleted, and
after a'l I moi sture i s sr.rabbed f rom condui ts.
Insulation resisl:ance to ground shall be not iess than
that approved by fiEC.
Strip insulation so as to avoid nicking of r.rire, particu-
'l arly aiunrinum,
Fj'l i al I voids and irregularities in cable terminators
and connectors vrjth electrical putty.
Serve al'l cables, tie and rack in final position
before rlaking spl ice or termination.
AJj connections shall be electrjca'lly and mechan'ica'l1y
secure
Tape all phase and neutral conductor terminations and
splices with four layers of approved electrical tape.
Tape shall conform with Fed. Spec. HH-I-595.
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IInstall instrurnentatjon cables in separate raceways.
instal l control cab'l es 'i n separate race!.,rays.
2. Segregaiion of Cables. Do not instal'l feeder cablesin the same raceway or enclosure except where specificalTyindicated. I'laintain separate raceway systems for feeders,
branch circuits, etc. originating from separate panel-
boards , Btc.
3. Splices and Connections. Eiim'i nate spiices wherever
possible; where necessary, splice in readily accessib'le
pul'l , junction or outlet box.
Spl ices and connections: Connect No. 6 and larger w'i reto panels and apparatus with properly sizeci compression
lugs or connectors. Connect No, 8 and smaller wire by
twisting tight anC appiy'ing properly insulated pressure
or wire nut connectors, except that a'l 'l joints having
stranded or smal'l size wire (such as fixture wire) shalj
be sojdered and insujated wjth approved tape, 4 layers
mi ninum.
F. Mechanica'l tquipment Connections, Provide al I wire,
conciujt and associated equipment for all 240 and '120 voltporier, control and interlock circuits for a'l 1 r,iechanica]
equiprnent, as'i ndicated on drawings.
Provide all wire, conduit and associated equipment for ai1
480 volt potrer circujts as indicated on drawings.
A'l i misce'l 'laneous equipment r.riil be provided under a separate
division; however, prov'ide vliring from same, and make upal'l final e'lectrical connections in accordance with manu^
facturer's recommendations.
G. Control Systems
l. Installation. Insta'l I controls, telemetry and in-
strumentatjon equipment in accordance with rnanufacturer's
instructions and as specified herein. Include all
required anchoring devices, piping, wiring, electrical
connections, and any other appurtenances required for
a ccmpleteiy operational system,
2. Coordirration. Ful ly coordinate all control systerns
and provide al'l necessary conduit and wire, accessories
and appurtentative equ'iprnent as required for a complete
operabie system and as required to perform all functions
listed herein.
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I15230-28
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The Contractor, through the control suppljer, shall be
fu11y responsible for overall control system capabilities..
Said contro'l supplier shall be fuliy responsible for all
equipmeni described within this section and said supplier
shall have adequate engineeri ng and service staff to
provide eaergency rnaintenance of al 1 equipnent included
anci shall maintain a stock of spare parts for such
emergency maintenance
3. Si,art-Up Provision. A factory trainecj service
representative shall be provided at no additiona'l expense
to the 0vrner for complete instailation, calibration"
testing, instruction, operational start-up and coordination
of al 'l phases of the power, control and jnstrumentation
system. Representative shall instruct the Olvner operat'ing
personnel in the proper calibration, testing and main-
tenance of the entire contro'l , instrumentation, te'l emetry
and poler systems for a period of not less than one (1)
week. The services of the same representative sha'l I be
availab] e without additional cost to the Ot'{ner for two
(2) separate one-day service trips within the first six
(6) n'ronths of plant operation on dates requested by the
Ovtner.
H. Groundi ng
I. Appljcable Codes. Ground al1 electrjca] installation
pe r' ,iIC
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2. Scope. Grounci
Servi ce Equi pment
Condui t Systems
Sr.rpports
Cabi nets
Equi pment
the fojlowing;
Qaranler'l o<,rr!br ese I vr
Fixtures
Grounded Circuit Conductor
Transformer
3. General . Route ground conductors to provide the
snortest and most direct path to the ground electrode
systenr.
Make ali ground connections wjth c'l ean contact surfaces.
Tin ano sv/eat whjle bolting.
Install ail ground conductors in conduit.
Provide a separate grounding conductor, secure'ly grounded
on each side of al'l raceways contajning sections of
p'lastic, fiber or f'l exib'l e raceways
15230-29
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Pravide separate grounding
circuits and services,
Provide a separate ccnductor in each
for a1 1 paral le'l feeders.
board compartment.
Provide a separate conductor for
securely grounded on each sjde of
conductor on alI feeder
indjvicjual raceway
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Provide separate green insu:lated ground'i ng conductorfor all receptacles, or prov'i de with se'l f-grounding
type mounting strap.
Provjde a grounding bushing for ali seconrlary feeder
conduits which originate from the secondary section of
the majn switchboard. Individually bond these racewaysto the ground bus jn the secondary section.
inierconnect the secondary distribution pane'l board
neutral bus to t,he ground bus 'i n the secondary panel-
each subcontrol panel
raceway system.
6.OO I'IEASUREMENT AI'ID BASiS OF PAYI'IENT
A. Vault. The booster station vault shal l be paid for
as a lump sum and shall include 'l abor, equipment, supp'l ies,
materia'l s and relaceii ilenrs required for fabrication and
insiallation of a complete booster siation vauit.
B. l4echanical Sys-rems. l'he nechanical systems shal I be
paid for as a lump sum and shall include a'l i labor, equip-
ment, supp'l ies, materia'l s and operations necessary for
installat,ion of the rnechanical systems as specifieci herein,
C. Electricai Systems. The electrical systems shall be
pa'ici for as a j ump sum and sha'l 'l jncl ude a'l I 'labor, equip-
ment, supplies, materia] s and operations necessary for in-
stal'l atjon of the complete e1eclrical systems as specified
herein.
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II 34 JU- JU
KKBNA
Sc.nowwalker
Incorpor€ted
Consulting Englneerg
L*rd SurYeyors
1OC1 Grard Avenue
G eowood S ings Co crado 8i601
303 945 8664
no5erl O Scanow Maflin S. Oldlord Roberl A Wams ey
November 8, L979
Mr. Mel Atwe11, County Engineer
Eagle County
P.O. Box 179Eagle, CO 81631
Re: Lions Ridge Parcel - Genessee Land Company
Dear Mr. Atwell:
The Eagle County Planning Commission requested we submitthe att.ached design for your specific review and cornment.
We are also asking Mr. Kent Rose, Public Works Directorof Vail to conment also. We would like to recei-ve aletter indicating the design is reasonable and could be
accomplished with the proposed design criteria.
1. Minimum..road width 16 feet same as BLM
standards.' Purpose to redqc,e. scar -.asd.
height of ret-aininq.wal-][ . Each foot of '.'.
wiairr wo*rt:i-ncr"ri. scar impacL by 2 \
. feet.
2. Grade on the inside edge of 45 foot radius
maximum 8.Oo/" (outside edge 5.5"/"r.
3. Maximum grade I0.0"/" on the driveway
to minimize cuts and fills.
4. Cut slopes generally have been acceptable
0.5 feet to 1.0 feet because the bed rock
di-ps to the north and t.he bed rock isgenerally stable. This information will
be confirmed with geologic reports at thepreliminary plat submittal.
5. We have provided three cross-sections:
a. Nearest point of two center lines
station0+50and3+75.b. Center of switchback I + 50 to 2 + 80.
c. rypical section at station 5 + 00 a
thirty foot high-stepped retaining wal1
similar to I-70. The maximum length
of this wa11 would be fifty feet.
Mr. Me1 Atwell -2-November B, L979
The total scar at this section would be B0 feet if a tlvo toone fill slope would be used in the center at the switchback.This slope would allow easier revegetatj.on.
The average scar width would be 85 feet with twenty-five percent of the area at slopes of two to one.
With refinement of the vertical srades and horizontal roadalignment can also reduce the scir and improve the driveway.
The preliminary plan will provide an actual center profile
and field cross-sections.
We wouLd like to pick up letters from you and Kent Monday,
November 12, 1979 so we can submit them to the PlanningDepartment so that the sketch plan could be heard by thePlanning Commission on November 21 | 1979.
If you desire additional information, please call me and werllfurnish this to you as soon as we can.
Sincerely yours ,
/) k, \ t /*"e^N'z-H/L'' Lero! E. Tobler, P.E., L.S.
Pri4bipaI
LETlk1d
Enc:
cc: Kent Rose
Tom Boni
Plan View DrivewayProfile
Cross-sections
/7b. e_.t-
AGENDA
8-'14-79
2:00 },lork Session
Discussion of comprehensive Plan and Preservation 0rdinance
and Expans'ion in CCI
3:00 Regul ar, tvleeting
l.) Amendment to Agricultura'l and 0pen Space District
2.J Rezoning of Spec'ial District Properties to Public Use District
3.) Parking Variance Request for Curuents Jewelry
4.) Proposed Zoning for wlatterhorn Area Recently Annexed into the Tom
5.) Enclosure of Cyranno's Front Deck
6.) F.ina] Plat for Parcels B, C, D, And E, Lionsridge
7.1 Executive Session on 0pen Space Priorities
S.) Discussion of a Change in Meeting Time
\
PLANNING AND ENVIRONMENTAL COMMISSION
Filing No. 2
t'
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MEMORANDUM
T0: P'lanning and Environmental Conrnission
FROM: Department of Conmunity Development
DATE: August 10, 1979
RE: PUBLIC HEARING AND C0NSIDERATiON 0F AN AMENDMENT T0 SECTI0N '18.32.050
. LOT AREA AND SITE DIMENSIONS OF IHE AGRICULTURAL AND OPEN SPACE iA}
OISTRICT T0 CHANGE THE MINIIvUM LOT AREA FR0M ONE 0ETACHED D!'IELLING UNIT
ON Tt.,O (2) ACRES, TO THE MINIMUM LOT AREA OF TIIIRTY-FIVE {35} ACARES.
SECOND, TO AMEND SECTION I8.32.090 DENSITY OF THE AGRICULTURE AND OPEN
SPACE (A) DISTRICT TO ALLOW NOT MORE THAN ONE DI.IELLING UNIT FOR EACH
THIRTY-FIVE (35) ACRES OF SITE AREA.
BACKGROUND:
Under the current Agriculture and 0pen Space (A) District a permitted use is
single family resjdentia'l dwellings, with a minimum site area of two acres,
and 17,500 square feet of buildab'le area per dwe'l1ing un'it. The purpose
of the Agriculture and 0pen Space (A) District in the Zoning Ordinance states:
"The agricultura'l and open space district is intended to preserve agricultural'
undeveloped, or open space 'lands from intensive development whi'le permitting
agricultural pursuits and low density residential use consistent with agri-
cultura'l and open space objectives. Parks, schools, and certajn types of
private recreation faci'l ities and institutions also are suitable uses in the
agricultural and open space district, provided that the sites of these uses
remain predominateiy opbn. Site deve'lopment standards are intended to preclude
intensive urban developrient and to maintain the agricultural an,; open space
characteristics of the district."
Considering that the purpose of this zon'ing district is to retain the agriculture
and open space characteristics the two acre lot per dwelling unit is not an-
appropriate restriction. Thb Conrnunity Development Department is recommending
that an amendment should be approved that wou'ld restrict one dwel'ling unit for
each 35 acres of property.
Several communities and counties in Colorado consider that one unit for each
two acres of'l and is urban development. Urban facilities and services are
required to serve this density of development.
The one dwe'l1ing unit per 35 acres of1and is definitely more in character
with the purpose of the agriculture and open space (A) District. This
zoning change precludes intensive urban deve'l opment and maintains the
agricultural and open space characteristics of the district.
RECOMMENDATION:
The Cormunity Developnent Department recormends
the Agriculture and Open Space (A) Distrtct tofor each 35 acres of 'land.
approval of the change in
permit one dwelling unit
MEI"IORANDUM
Environmental Commission
Cormunity Development
t.) Tract C, Vail Village 7th Fi'ling from Two Family Residential (R)
to Public tlse_pistrict (PUD).
2.) Lot 15, Bighorn Subdivision fron Two Family Resjdential (R)
to Publ icTse District (pUD).
Part of Lot H, Vail Village 2nd Filing (Fire Station) from
Public Accormod{-fi6n*fml*fo Public Use District (PUD).
Tract A and C and Lot 31.. Vail Villaqe Znd Filinq from
Heavy Service (HS) to pubtic.TiE.risffi(puo).
An Unplatted par:cel 'il-Lipnsr:idge (just.north of the Sandstone
Park Project) from Africultural and Open Space (A) to Public
TO:
FROM:
DATE:
RE:
Planning and
Department of
8-10-79
PUBLIC HEARING AND CONSIDEMTION gF THE FOLLO}IING REZONINGS
|I|IT}IIN THE TOI,JN OF VAIL:
3.)
4.)
5:)
Use District (PUD)
6.) Two Unp'latted parcels in Bighorn
Treatment Plant are located frcm(A) to Public Use District (PUD).
where the Water Tank and
Agricul tural and 0pen Space
BACKGROUND
Tovrn Council reguested the Community Developnrent Department to rezone toa Public Use District (PUD) property that is cumently owned by the SpecialDistricts and the Town. The above properties have bebn identified as re-quiring this zoning change.
RECOMMENDATION
The Corimunity Development Department recormends rezoning of the aboveproperty to a Public Use District (PUD) Zoning District.
TO:
FROM:
OATE:
(. -,
MEMOMNDUM
Planning and Environnenta'l Commission
Department of Comnunity Developrnent
August '10, .|979
RE:REQUTST FR0l'l JEFF SELBY FOR A PARKING AND L0ADING VARIANCE 0N
CURRENTS JEWELRY STORE IN LIONSHEAD C TITER BUILDING ON TRACT D
VAIL LIONSHEAD FILINING I.
C
DESCRIPTIOhI OF VARIANCE REOUESTED
The request is for a variance a1low'ing one parking space as requiredfor construction of an additiona'l 170 square feet of f'loor space. The
store front will be extended to make it flush with the store front of
the Vail Cookie Company (Currents next door neighbor).
CRITERIA AND FINDINGS
Upon review of Criteria and Findings, Section 18.62.060 of the Municipal
Coden the Department of Conrmunity Development recommends Approval of the
requested Variance based upon the following factors:
Consideration of Factors
The relationship of the requested variance to other existing or potential
The proposed expansion wjl'l a'l'ign the storefront of Currents Jewelry
with the existing storefronts in'LionsHead Center. The LionsHead Plan
from the Improve Vail Workshops recormends that storefronts along the
.nnll be extended to improve the atmosphere of intimacy, interest of the
arean and the vjsibility of the businesses.
The proposed Currents storefront wil'l not b1 ock any views of businesses
in the area.
The deqree to which relief from the strict or literal interoretation and
ty
and uniformity of treatment amonq sites in the vicinitv. or to attain the
As presently located, Currents Jewe'l ers is hidden from view from many
locations on the nnll. By al'lowing the storefront to be flush with the
existing facades, this problem may be solved. Future expansions of this
nature may occur for this and other businesses in accordance with the
LionsHead Mall Plan.
it. ,'
PEC I'hmo
Currents Jewelers
Page Tuo
The effect of the uested variance on liqht and air, distributionation. trans rtation and traffic facilities. public facutil ities. an
sha'll make the following
C
Since the storefront will not extend beyond the existing building facade,it should not adversely affect the currlnt conditions ii the ma'lT.
The addition of 170 square feet to the existing 190 square feet will
Iequllg an additional parking space. Since on-sjte parking is notfeasib'le, a space will need to be purchased for $S00b.
Such_other f4ctors and criteria as the commission deems applicab'le to theproposed varralce.
There are none.
FINDINGS:
The Planning and Environmental Cormission
flndings before granting a variance:
That the granting of the variance will not constitute a grant of speclalprivilege inconsistent with the Iimitations on other properties classifiedin the sarne district.
That the granting of the variance wi'l'l not be detrimental to the pub'lic
health, safety, or we'lfare, or materia'l 1y injurious to properties or
improvements in the vicinity.
That the varjance is warranted for the fo1 lowing reason:
There are no exceptions or extraordinary circimstances or
conditions applicable to the site of the variance that do
not apply generally to other propert'ies in the same zone.
RECOMMENDATIONS:
The Department of Community Development recommends approval of ihis
variance of the parking ordinance. l,le feel that the project will
have a positive impact on this area of the Tovm.
The applicant.has been informed that if this application is approved,
that there will have to be a paynent made into the Parking Fund of
$5000.
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MEMORANDUM
T0: Planning and Environmental Connnission
FROM: Departrent of Connunity Development
DATE: August I0, 1979
RE: PUBLIC HEARING AND CONSIDERATION OF TI{E INITIAL ZONING
OF APPROXIMTELY 8.23'I ACRES OF LAND IN AN AREA KNO!.N
COI'II'{ONLY AS THE T4ATTERHORN AREA. THIS ZONING WILL BE
CHANGED TO TbIO FAMILY PRIMARY SECONDARY RISIDENTIAL FOR
THE RECENTLY ANNEXED PROPERTY.
STATISTICS
Area: Approximately 8.231 acres.
Proposed Zoning: Two Farnily Primary Secondary Residential
Current Zoning: County RSM
BACKGROUND
Twe'lve pet'itioners requested annexation of land that is contained wjthin
the }htterhorn Subdivision. Town Councjl approved this annexation in
,Iu'ly and now the property is before the Planning Conrnission for initial
zoning. The area to be annexed contains approxirmtely 8.23'l acres of
land and 24 lots. Existing land use is noted below:
Vacant
Sing'le-Family
Dupl ex
Multi-Family (g to 7 units)
2
l5
4
3m
r- '\
The Conmunity Developnnnt Departnrent is recommending Two Family/Secondary
Residentia'l Zon'ing for this area. This initial zoning would be consistent
with cument County Zoning of wtrich requires 8,000 square feet of lot area
per dwelling unit.
For lots less than 15,000 square feet that are in this area Town Counciljust approved on first reading the ability to have a second dwelling unit
with specific restrictions. Be'l ow are the restrictions that would be
placed on'l ots of less than 15,000 square feet that are vacant or currently
have only one home on the lot.
"That the applicant shall agree in writing to:
(a) That the Secondary dwelling unit sha1l not be sold,
transferred, or conveyed separately from the prirnry
unit.
(b) That the secondary dwelling unit shall not be leased or. rented for any period of less than 30 consecutive daysi
and that it shal'l be rented on'ly to tenants who are
residents of the Upper Eagle Valley or who are full-time
f'IEM0MNDUM
I T0: Planning and Environnrental Conmission
FR0M: Department of Cormunity Development
DATE: August 10, 1979
RE; .PUBLIC HEARING AND C0NSrDEMTr0N 0F A REQUEST FOR A CONDITIONAL
USE PERMIT FOR CYRANNO'S RESTAURANT TO ENCLOSE THE FRONT DECK
AREA LOCATED IN THE GONDOLA SKI SHOP BUiLDING ON.OT C, BLOCK 2,
VAIL VILLAGE FIRST FILING.
DESCRIPTiON OF REQUEST
The request to enclose the front deck at Cyranno's Restaurant is aproposal that has been rnodjfied by the app'l.icant. The originalproposal was to enc'lose both the front and rear deck at the restaurant.
Enc)osing the front deck would add approximately 425 square feet to
Cyranno's-restaurant. Part of the deck is ovefTown of Vail right-of-vay. The proposal wou'l d not have any of the area proposed to be
enc'l osed over this area.
BACKGROUND:
The Town Council at their meeting on August 8, 1979, voted to send the
amended proposal back to the Planning and Environmental Commission August 'l 4,
1979 meeting for review and approval or denia'|. At the Council meeting there
stas a great deal of discussion concerning the request. Some Council members
were in favor of the modified request and some were opposed to the request.
The fina'l action by Council was tc have the Commission deal with the request.
CONSIDERATION OF FACTORS:
A. Effects of vehicular traffic on Commercial Core I District',
}{e do not believe that vehicular traffic in CCI will be affected by
thfs appl ication.
Reduction of vehicular traffic in Comme al Core I District;
non-es sen -street
cl es:
The addition of restaurant space could cause a slight increase in the
number of de'l iveries.
E. Development of pub] ic spaces for use by pedestrians;
This proposa'l does not remove any public space used by pedestrians,
due to its being located on a second level.
F. Continuance of the various cormercial , residentia'l , and public
a
("
l,le do not feel that this
the types of uses (since
application wi'll have a negative impact
there are not uses being changed) or on
on
the
.;,.
PEC Memo
- Cyranno'sr' ' .Page
Two
general public's uses of this space. }'le understand that the Greenhousewill have windows that can be removed in the sumrnrtime, so that the
basically outdoor eating experience can still be.maintained. . _
Control of construction architectura'l desi and landsc
so as to maintain e existing c racter
It
Architecturally, we feel that the plans as submitted will enhance the
appearance of the building. The front porch will become a ful 1 season
rather than just summertime usen which will add some co'lor and activity
to this end of the Vi'llage Core.
H. =Effects of noige, odor, dust, smoke, and other factors on envi.ronnpnt
lrle do not foresee any negative effects that this expansion will have on
these factors.
RECOMMENDATION:
The Conrnunity Development Department can see two options on this proposa'l .
l.) Not approve the expansion of this request since there js a
the charactoer of the area. By enclosing the porch there is a
change from the open front deck.
As the Planning and Environmental Corrnission is wel 'l aware that the
Staff is unrking on amendments to the Zoning Ordinance, developing
a preservation zone and a urban design plan for Vail Vil1age. Until
the criteria are defined as to what decks, patios or other spaces should
be enclosed and which ones should not be enclosed it is difficult to
determine how to treat the front porch on Cyranno's.
?., To approve the enc'losure of the front ponch with the following
conditfons:
a.) That the applicant construct the enclosure so that the
windows are removed on the sjdes during the sumrer. This
would provide the same sunmer space and appearance that is
there today.
b.) That the awning along the front and side remain to retain
the color, and movement when the wind comes up and the
awning flutters.
c.) That the applicant pay for the required parking for this proposa'|.
Paynent of $5,000 per parking space must be nnde to the Parking
Fund before a building perm'it is issued.
change 'in
definite
{uilN I1dAM(ER:
DPAHIMENT
RICIilND
DIG( RYAI{' mfi\ruNlTf DEVX[Opti'lEliIt
\.-...; TC: TCIIllN ffill{Cfi-,
S|RIECI: Annexation and Pre'liminary Zoning
Filinq No. 2.
DPAR'TN,IEM RMdMENDATION:
See follow,ing pages.
of Parcels B,C,D, and E' Lionsridge
just hlest of Existing
the 77.7 acres, 30.8 are$IATISf,ICS: This is.a 77.7 acre Parcel in Eagle County'
Town Boundarv on the North side of Interstate 70. 0f' developab'le iwith slopes of under 40%).
' The Preliminary zoning is for 'l67 units, or approximate'ly 5.5 units per buiidab'le acre.
fiiis in compJriron *tif,-|0+-uniis, 'rrtrictr ts wirit would be permitted under County Zoning.
The proposal is for a combinatjon of stnaight duplex, lirflex primary/secondary and
muiti-iamify Condominium Units. there are"a todl of 31'straight-dup]ex lPlt' 9 duplex
piimary/sec-onAa"y-t'tiil'anl-q conaominium-pircels uith 5 units, i2 units, 28 units'
and 42 units respectivelY.
The preliminary zoning is to have a Sp_ecia1 Development District for the entire 77'7
iiiu'pi"""t ioi. tf,e piirnry purpose of having more'control on the location of
buildings on the site.
RffiJlEST:
The request is for a
the zoning as part of
PIANNING & EN\ITMNMENTTAL COMMISSICN ACIIIO{ :
The Planning and Environmenta'l Commission recomrended at their April.?11 1?19
meet'ing tha[ the Zon'ing as presented was acceptable. .]n.a second moti0n' tne
Ftanniig Commission uried the Tou*r Counci1 to"look into the purchase of Parcel E
(which is the Parcel aiong the top ridge).
general discussion of the zoning uiththe intent of contracting
the annexation.(''
Plemo on Annexation of Parcels B,C,D,
6-5-79 Fage Two
and E. Lionsridge Filing No. 2
ti
BACKGROUND
At the Twon Council nreeting where this proposed annexatjon was presented there
v/as a general agreement with the zoning.
l.) For Parcel B containjng 3.79 acres with 28 units proposed the zoning
wouid be medium density with a Special Development District.
2.) Parcel C contains 1.l.03 Acres with 53 units proposed. For the mu1ti-family area the zoning would be the same as in Parcel B. For the duplexlots, Ttro Family Primary/Secondary Zoning is recommended.
3.) Parcel D contains .|6.53 acres of 'land with 68
zoning for the multi family units is the same
Primary/Secondary for the duplex lots.
4.) 0n parcel E is proposed nine duplex'lots or a possible
The zoning requested is Two Family Primary Secondary,
Development Department is still recoinnending that this
units proposed. Recornmended
as Parcel B with Twb Family
tota'l of I B un its.
The Conrnunity
ridge line not
1'l\.i
be developed.
This area is highly visible from Interstate 70 and the Department considersthat ridge Iines withjn Gore Val1ey should renain in their natura'l state.In addition, once development did take place along the ridge, Town of VaiI
emergency vehic'les wi'l 1 be requested to travel on county roads to get to
the Town of Va'i1. The compactness and 1og'ical provisions of service in
the Community would be disrrpted. Reading through the Environmenta'l Impact
Report, and discussing the development of Parcel E with the Chief of PoIice,
there could be short term problems with providing efficient and economical
service to this area. Response tjme is not good and further extending po1 ice
service in this area may impact the ability to serve another area qu'ickly in
an emergency
Because of the visual impact on the conmunity and the difficulty to develop this
area the Department recommends no units for this area.
Services and Facilities
The environmental 'impact statement presents that almost alI services can be
provided in an effjcient manor for this area. For thjs part of West Vail
a neighborhood park is needed. Again police service can be provided in anefficient manor along the Frontage Road and Lions Ridge Loop. Parcel E
discussion of potential problems is noted above in thi memorandum.
OEPARTMEITT RECOMMENDAT I CII
The Community Developnnnt Department recomlended approval of the annexationfor the entire 77 acres of land. There js a cormunity of interest betweenthe Town of vail and this property. The area js l/6 contiguous to the Townof Vail and the area witl be urbanized in the near future.
{:
I
l4emo on Annexation of Parce'ls B,C,D, and E, Lionsridge Filing No. Z5-5-79 Page Tbree
The zoning of Two Family Prinnry Secondaryis reconrnended for all duplex lots
except Parce'l E. For that area the reconrnended zoning 'is Agreculture
and Open Space. Parcel E Should not be developed into nine duplex lots.
The ridge ljnes in the Gore Valley should remain in a natural and open state
to further enhance the beauty of Vail.
For the higher density areas, medium density zoningdistrjct is recorrnended. Through this zoning Town
the site plan for these areas. This should insure
areas.
with a special development
Counci'l wi'll be approvingquality deveioprent. for these
If Town Council approves the dwelling units in Parcel E, the Staff recommends
that this street remain a private street. It would be difficult for the Town
to plow or repair a street that is not near other Town of Vail streets.'
The Police and Public hlorks Department recommend that the intersection of
L'ionsridge Loop and Buffer Creek Road be redesigned at the time of subdivisionto reduce the potential for accidents at thjs dangerous intersections.
The Department also recommends that this property be annexed to Vail Fire
Protection District and Vaf'l Metropolitan Recreation District. In addition,
that the geologic problems be resolved before any construction on Parcels C
and D.
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PIANNING A$ID M{VISOM4MUSIJ CrcI"fiISSICI\'
A@NM'
?-24-79
1.) Discussion with Fritz Glade sr Zoring and use of $<e11y oil_ site.
'<-\
(Ccntinr:aticn frrom 7-L0-79 neeting. )/)( z-yweLininarlr plat for parcel-s Erc,D, arxl E, Lionsridge FiJ-irrg rilo, 2
3.) Final- Plat for parcel A Bighorn sr:bdivisicn ard parrel A Bighqn lstAdditicn.
4.) Prcposed Zoring ard Freliminary plat A$)rc\ral fon Vail- Val_lq, 4th
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[inutes
Plannfu g & Ehvironrrental Conmission
l,leeting of April 24, IWg
Not yet approved. by the planajlg Ccnrnlssion
CqmdssiQg Menbers kesent
Ed Drager
Saldy Mi11s
Ron Todd
Jim l4crgan
Jact Cc&rf
Boger Tilkeneier was out-of_tcnml
Gerry lfhite \{as on vacation
Staff lfenbers present
Jim Rubin (entjre rneeting)
Dick Ryan (4:20 until ccrryletion)
1. ) E!Ui$\{r RgsidetcerSetback Veriance Re.quest
Jfun Rdbin erplained the setbacks. There was a dissrssion.Tfie revis'ed- and redesigned plans were presented by the arrhitect.walter Ki-rch vffro cxpns the property cn the north side of the creek. stated his two objections:
a. the driveri'ay wi.I1 destroy a nice stand of treeson the southeast eorrler of the lot.
b. :The house is too bu1ky to be locatecl so close tothe strream with Bb feet elerrations. Iie thinksthe house could better fit the lot.
sandy Mi1ls suggested he redesign and cone back. srrre feels thererea11y isnrt a hard.ship as the wrrer lanew the lot vfren he bought
11. 4T Rubin explained that this is not an ordirrarry lot, uiththe buildable area w:ithiin the setbacks being insuffilient for areasonably sized duplex.
sandy Mills nade a nrotlcn to deny the setback varianee Request forthe Ifillis Aki-n residence popos-ed for Lot g, Bighorn nstates. JackGoehl secondecl the nntion. 6oeh1, Todd, and Mil1s voted for the..rnotion' Morgan and Drager voted. against the nption. The rntionpassed.
Ed Drager infornred the architect tbat he rras 10 days to appeal tothe Couneil-.
sandy l{il1s sugested that the a:-chitect nreet with staff to \rori( ona front setback as an altemative to ttre stream setback.
'4dlrr
Minutes (4-24-79)
PaSe Tho
2.> $tan lvhdsker ttesidefice--Setback Variance Request
Jfun Rubix er<plained the lrcatlon of the horse, the history of the l-ot,
and also that the neiglrbors had been notified w-ith no one cbjecting.Ibtz is the nearest neighbor. Jirn said he feels that the questionis,."Is there a real hardstrip?"
Itrs. trbdsker presented her nrenn and p1ans.
Ed Drager said that if the Tom pond were not on their lot, the Iiledslrers
could have had urore of a ehoice wtrere to place their house.
Sandy Mil1s aslred if the encroacbrent of the pond will be a hardship
fonever.
Ron Todd rea.d a sbatqrent fron the Town Attorneyrs Merno.
Jim Morgan npved that the Setback Variance Request for the Stan Medslrer
Besidenee for Lot 12, Block 1, Vail Village 13th be apprcved. Ron ltodd
seconded tbe rmtim. Todd, Goehl, Drager and llorgan voted for thernotion. Mi11s voted agains[ the motion. Ttre nroticn pa.ssed.
Ed Drager told ilIrs. Itded-sker she can nnke her presentation to the DAtsafter the 10 day appeal period.
l,ove for Resubdivision of Parcel A. Bi vision
and tion
Pos@ned until May 22, 1:979
4.) Creekside Buildi-ng Bequest for Conditional Use Permit in CCI
Withdrawn
6.)
The Ccrrnission rnet at the Closk Torrcr at 2:30,
t{r. Drager said he felt that they should reet with Mr, Ryan as he feels
before they nratce decj-sic*:s on an5,-thing like the Clock Tcry,rer Poreh, they
need to deeide on a lllaster Plan for the OCI [fa1l Area.
Jim Morgan sald he, too, feels a Ma11 Plan is necessary.
Sandy Mi11s said tlre Bridge Street side of the plan j.s good, but srcnnrrerpval uould definitely be a prrcblan,
Jack Goehl said he feels an overaLl plan is needed.
Ron Todd did not attend the 2:30 meeting.
No rnotion rva^s mde.
.
Mirutes (4-24-79)
Page Three
7.) Andy Norris-Preliminary of l{ansfield Village
An{y Norr*is said he natuly vnnted to fu1ly acqlrajxt the staff and
csrmission with the nain points of their project.
IIe explained the Learnjng Center part of their project.
a. There will be a Continuing Education Center
mainly to acconrrpdate CIIC.
b. Ttrere will be a 25G-300 seat auditorium for fil$s,
lecturers, etc.
c. There will be a library. (Perhaps the Tlo\fin Library)
d. There rrill also be offices for scholars, e:c.
It would be 281000-32,000 sqr:are feet. It wqrld be ncrn-profit owned.
C5fl ccu.ld have a lease-purchase aranggnent. Library could be omted
by a forndation.
95% of the Parking wculd be covered.
Ttrere qnu1d be a 150 rocrn hotel, 34 Condonriniums (owner oceupied) and
34 rental units-
It wqrld be a loqrise village. There would be l0r00o to 12,000 square
feet of csnrercial strra.ce nrrinly for the use of the or,mers and users. It
wcnrld not be guest oriented.
There rvould be four indoor Ternis Courts, two racquet ball courtsr tu;o
squash corrts and an indoor-outdoor sivinrning poo1. the tennis courts
and pool wculd be scheduled for use by the public. Also there would
be about 1000 private nrcnilers. There would be an eating faeility and
locker roonls.
Ttris is a 16.8 acre parcel in Special Develogrent District Four. They
have purchased tlre Robbjns Tra.ct, There is another tract appro(inately' 1.4 acres \rfrich they are tryjng to buy. Tt is in the way of the bike
path so he vould like the Town to think about ccndening this traet if
-:
nec€ssa]y.
He world lil<e to rake his fornal presentation on lllay 22.
He would like everyone to see the report done by A11en Gerstenberger.
Jln Rubin vri11 rnke copies for Ccrrnission rnenlcers.
TT
Minutes (4-24-Tg)
Page tr'o-rr
8.)
Jay Peterson and Ron Todd nade the presentation. It is a 77.7 aere
pa,rcel which is currently in the County. Jay wcmld like to contract
the zonilg srith the Tcun of Vail now for possible annoration ilto
the Torn.
It ls 167 units. Ile wcx.rLd li-ke the PW to nake a prelimirrary recmrnendation
to the Tcrnr Councll to consider ttris for anneB<ation.
Ihe Staff feels the site plan can work but that tbe upper arrea might
not be develotrmb1e. They wpufd need proof that it can be developed.
Hopefully, if this is anner<ed, the Town c,ou1d buy the upper part for
open space, Ttre staff does agree with the rwised site plan elrcept
in the l4lper area.
Jay wcnrld like to go to Council on l,4ay 1 to begin atlnexation.
ltrere is approrinately 30 acres developable.
Ed Drager nnde a nrtiqr that the Cornnissicn urge the Council to axnet(
and contract zming for Parcels B, C, D, and Er Licnsridge Fililg No.Z
as presstted today. Jim lr{organ seconded the nction. The vote was
. unanjrrpus with Fon Todd abstaini-ng.
Ed Drager nn.de a motiott that the pEC urge the Torvn Ccxrncil to acquire
T?act E, Lionsridge Filing No. ? bopefully by trrurchasilg it at eosf
(lvhat the nsp cruler pald for it) and nraking the purehase part of the
Alnexation proeedure. Jim Morgan seconded the sption, TIre vote was
unaninpus w:ith Ron Todd abstaining.
5.) Lionsridge C1-C5 Approval for Developnrental P1an.
Jay Peterson and Allen Gerstenberger rnde the presentaticrr.
Phase I r,mu1d bc a recreational building and 102 unjts. Revised
plans were orplafued. There vas a discussion.
Dick Ryan read the points from the $taff l,leno and Jay rnade his
ccnrnen Ls .
1.) Deparhnent approval of the location and desigrr of
coutainers. Jay aptreed to thi.s.
2.) Corstruction of an internal sideualk and an off-set
sidewalk al-ong Frontage Ro.ad. Jay did not aggee with
this.
3.) Construction of a bus pul1-off area and shelter. Appl-icant
shorld work with Jon El:er1e concerning lrcation and speci-
fication. Jay agreed to this.
Dlscussion of Anne:<ation of Parcels B
'ffiL -
'l4inutes (4-24-75)
Page Five
4.) Speciaf lbeatupnt of the concrete retaining walls.
Jay agreed to this.
5.) Construction of proteetive wall along LionsridgB .
Loop. Jay did not agree to this.
6.) Change jn location of stmctures as recotrnencted jn
rtsrprandun. Jay agreed to this,
7.) Addilg wjndows to the lVest Blank wa1l of the three
story structures w:ith vievs to the west. Jay agreedto this.
8.) 'Increasi-ng the distance between buildings to allclp
rrcre natural light into the corrrtyard sr the ttueestory structure. Jay agreed to this.
9.) Redesign landscape plan to include additional
landseaping to the street surfa.ce. Jay a4feedto this.
l-O.) Schedule of when the recreational anenity package will
be constructed. Jay agreed to this.
Dick Syan added an eleventh item.
11.) Redesign the grades on the drivwiays enterilg intothe project so that tbey do not exc,eed 81. Jay agreedto this.
Sandy lvlills made a npticn to approve the preliminary site plan for
Licnsridge C1-C5 conditional on the before--rnentioned itens 1-11 r/iththe e<eeption of #2 and #5. Jack Goehl seconded the uption. The vote
wa^s unan!rcus.
The nreeting afiourred. at 6:00 P.M.
LrpPtrft E,AQLE, \"\LLIE). SANIITAT"ION DIST"R.nCT"
0145 Avon Road
P.O. Box Y
Avon, Colorado 8162O
(303) 949-527 +
JuIy 16, 1979
Mr. James A. Rubin
Director of Planning
Town of Vail
P.O. Bo:< 100
VaiI, Colorado 81657
Re: Sewaqe Treatment Service
to Lion's Ridge FiJ-ing
l{o.2, Parcels Br Cr D
& E; 165 Unit
Dear Jim:
The Upper Eagle Va11ey Sanitation District can and will
provide wasLewater treatment services to the above referenced
property.
The developer is aware that contact must be made with
the DistricLrs Eng'ineer. Jeff Spanel of Richarcls Engineers,
to arrange for the construction of sewer mains necessary to
service the property. The sanitation district presently
has excess capacity to serve its constituents and expects
to continue to have excess capacity for a number of years as
a result of the sewer plant expansion, presently under con-
struction.
Accordingly, upon compliance with the rules and regulations
of the Upper Eagle Vatley Sanitation District, wastewater treat-
ment services will be provided.
If you have any questions' please 1et us know-
cerely
James P. Collins
District l4anager
JPC:cy
cc: Mr. Ron ToddJeff Spanel' P.E.
John V. Amato, Esq.
LION'S RIDGE WATER DISTRICT
c/o James P. Collins
445 Union Blvd., Suite 123
Denver, Colorado 80228
(303) 986-15s1
July J-6 , L979
Mr. James A. Rubin
Director of Planning
Town of VaiI
P.O. Box 100
Vail , Colorado 81657
Re: Lion's Ridge Filing
Number 2i Parcels B,
C, D & E; 165 Units
Dear Jim:
The L,ionrs Ridge Water District anticipates being able
to provide water service to the above referenced properly.
The Lionrs Ridge water District anticipates keeping
up with the rapid growth now occurring within its boundaries.In order to assure the coordination of our capital improve-
ments projecLs wilh expected growth, we are asking for a
build-out schedule from the architect via copy of this
letter. The Llonrs Ridge Water District presently has excess
Capacity to provide service to its constituents. This
ability to serve is, perhaps, most limited by finished water
storage and eventually by raw water storage up Red Sandstone
Creek. In pursuit of constructing additional finished water
storage, it is the Districtrs desire to obtain a site on Jeff
Selbyrs property in the uppermost reaches of the District andprovide gravity storage for both Lionrs Ridge Water and a
majority of Vail Village West V0ater and Sanitation DisLrict.
We will be working with Mr. Selby and the Town in obtaining
an appropriate storage site.
The developer is aware that main line extensions and over-
all- water service supply .to the property must be reviewed and
approved by the Engineer for the District (Roger Hocking of
Eldorado Engineering in Glenwood Springs) and fully constructed
at his expense prior to alLowing a service line connection.
otherwise, upon compliance with the rules and regulations of
the District, water serviee will be provided.
Mr. James A. Rubin
If you have anyto conLact us.
Page 2 July 16, L979
further questions, please feel free
Since 1 rr.J ,
ames P.CollinsDistrictillanager
JPC: cy
cc: 1,1r. Ron Todo
Roger Hocking, P.E.
Edmund II. Drager, Jr., Esq.
t.,-J STANNING AITD EC{IIIRCNME}OTAI, C1)}'II{ISSIChI
AtrNDA
7-24-79
Rrblic Ileaxjng at 3:00 P.M.
1.) Discussisr with ffitz Glade, Arctritect cn ?,oning and Use of
Skelty Oil Site
2.1 Preliminary Plat for Parcels B'c'D, and E' T,icnsridge Filing No.Z
3.1 Prcposed zonirgi and Eelimirra4r Plat Appr:oval for vait valtry 4th
FilLng, a 28 acre Parcel along ttre Golf Corrse preserrtly being
J\nrp<ed.
4.t Update cn "Ijrtr>rove Vail"'ldorkshop and Discrrssion of Other Ccmrrunitfr
DeveJ-opnent P:ojecEs
5. I Appointxrslt of a new rotatSrrg rrEfrber to tle DesigEl Revie$t Board.
G'
1I):
ErFOtlt;
BIE:
RE:
I.,IT$DRANDTIVI
Planning and Brvironnental Cormissiqr
Departsrent of Cornunityr Devefc,pfient
7-20-79
Resutiltittal cr Ske11y Oil Site Rezcnilg Reguest
Backgourd:
Tttis item roas heard by the PEtr at ttreir neeting wr July 10, 1929. At thi-s
IlEeting, it wae tJre giereral oonsensus of tlre Board tiat no nelv ccrldcrniniunurits be permitted qr the site, w'ith an office building or ev€n a gas
station being the recqrnsded use.
Oe July L7, L979, this matter vras d:iscussed wi$r the Tq.nr ColrrrciL at their
r,ork session. TIE Coucil's first preference rtas to pwchase ttre site and
use it as a park. iltre Corncilts secord preference was a rnixed use crcncept
w'ittr less dsrsity than tlre previous sr:tmittaf and witlr a gnrk tiJ<e feel toit.
Site Plan
A ns4' site plan has been suh'ni.tt€d. llhis site plan still has eight units
but has an or,erall RFA of 10,200 square feet rattrer than 13,600 squarefeet. Tlre revised plan afso shcws a reducLion in ttre footprint of ttreoffice bJildilq. The net result is ttrat a nrrch greatet percerrtage of thesite reurajns raecorrered hry buildings arul cpen as landscatrnd areas.
Ilr looking at the Specific lediun Density l,nrlti-fanily (l,trMF) zone district
requirenents' the landscaped area reguired is 308 w:i-th tlre proposed site plan
haviag a landsca@ area o,f 5lB. Site corier:age jn MHqF is nst to exceed. 45*rwith the proposal tnrring a coverErge of 24?.
ktnnendatiqrs:
llts revised site plan has a ructr redr:ced inpa.ct on tlre si.te. It still has
eight condouiniun rmits, but ttre developer tras erqressed a wilUagness torestrict the ue of sore or all of the wr-its as enplcryee tnusing. Iaile feelthat the Prc should first decide whetter or not ttey feel ttris site should be
used as a park. If tlrat is decided not to be an alryxopriate use, r,,re stillfeel that a mixed use @ncept is apgropriate ana trl,at restrictions of the
use of the eight wdts as residsrt housirrg r,ould be hiqtrfy desirable.
I
. t lr€I'mRANDIn'l
lK): Planrringard nrvi.norurental Ccnrnissisr
FROM: Deparbrsft of Oonm.nity Develcgrstt
DAIIE: .Iu.ly 19, 1979
8E: prefiminarff Plat for Parcels B'C,D, and E, Liorrsridge FiUng fr{o. 2
{tre prefmina4r plat is for a resdbdivision of the above ::efererrced pa.rcels
aocora:ng to the guideJ-ines establistred by the Planning Conmissicn and Tcnrt
Council in tfre atrprcnral of tJre Arrner<atlcn and Zon5ng of tlrese pa:rels.
I-etters harie been r:eceived frcm ttre vlater and Se\der Districts stating that
tJleywillservicet}eprcperEl'wit}rspecificplansforttrolni:ng.A].etter
Us afso been receirrcd-frcrn rcfy Crasi statJng ttrat tf:ey will serse ttle_
pspperqt/ but r,sould tike utitity easenerrts fs ttreir ecisting lrviergroud ljnes.
f\ent Rg€e has revieted tl:le alplication and has sore suggested revisions cn tlre
locatiqr of tr,rro of tlre side -:pads. Tfese will be discussed in ncre detai-l at
the neetJrg.
Eeccnnendations:
AFproVa].ofthereliminarl'Platw"ittrthesuggest€dadditiorrsofautilitl'
ea;€$ent fc' Holy Cross ard ttre ctrange jrr leation of tr,'rc of the side roads'
lltris approraf si;uH be nade \^rit$ tlre crcnnrittnerrt for tle dedication of land
as stated in tlre Anne<ation Ondinance.
/
-[ '--
-\I
l
! . , MEI|f,RAI{DII,I
I0: ?lanning ard lfirircrurental Cffrmissicn
EBStl: Deparbrcnt of @ururiQr fvelopnent
BIIE: July 19, 1979
RE: Froposed zoning ard Pretiminary Plat approrial fq \IaiI Vallqr
l\uuth filiJg, a 28 acre parcel along the Golfcourse presently
being aru:er<ed.
Icatical:
The lecatiwr of the 28 acre parceJ- is directly EasL of Vail Vallqf
ftird filing {alcng tte GoJ-fcourse).
Request:
WE reqrcst is to separate out qre l-?'200 square foot lot r.,*rich is to
be a€d f\rlo Farnily Prinery/Seccndarl' nesidsrtial, l*trlle placjng the
rsrainder ctr the site into a Public Use District (PuD) zone. fhe
errti-re 28 acre parcel is trresently c'bired bDt thre To\m of VaiL. Tt'te
creatisr of tte cne 1ot.i.s to ccrplete an ag!.esrEnt rade with Walsen
arrd Jqr Pulis at the tine vuhen Vail Va.lley thi-nt Filing was platted.
At tiat tire, the Pulis's aqn-reed to rem\/e tr,uo lots by the Pqld with
, t}re wderstanding with the Courcil that t}rs/ raould be given anotlrer
lob of a similar size and loatiorr by tjte Tor'cr at scne firhrre date.
te nel+ lot to be c]eated is adjacent to lot 16 of Vail Va11qf Thi-rd
FiJiag ard"i.s of a similar size aru:l use to t}re lots jn this Fi-l-ing.
tp plat has beer re\devrcd b!, Kent Rose and. rcets with thjs approval.
Ms:daticrr:
A[prcval of tlre Prcposed zurirg anal Helimi-narf'Plaf subjects to Fina-l
44lrova1 of t}le annexatjon t'y tfE tbr|rr Courail. (1he Annexaticrt
OdirErc lms passed cn Fixst Reading on firly L7, L979L
tnwn
MEIVIORANDUM
TO:
FROM:
DATE:
RE:SUBDIVISION PLATS FOR LIONSRIDGE FILING NO. 2
Enclosed please find a copy of the Pre'l'iminary P'lans for a Resubdivisionof Parcels C, D, and E of Lionsridge Filing No. 2.
You have 10 days in which to review this P'lan and forward corments to meat the Town of Va'i1, Box 100, Vail, C0 81657.
If we do not receive a formal reply from you, we wjll deem this to meanthat you have no objection to the plan as presented.
box 1$l
vail, colorado 81657
(3031 476€613
PUBLIC UTILITY COMPANIES
DEPARTMENT OF COMMUNITY
June 28, 1979
department of community dwelopment
DEVELOPMENT, JIM RUB:|N
O
K,
-LtttN MltI{Affi!DA'IE: o-r-tT -_-'-_
DEPASTI{E{T DITECTOR'DIC!( nYAN, m,nfllNllY DEVETtrI4EFII
TO: TUm{ trUmIL
S{&IECI: Annexation and
Filing No. 2.
Preiiminary Zoning of Parcels B,C,D, and E, Lionsridge
SMTI$IICS: This is a 77.7 acre Parcel in Eag'le County, iust l.lest ol Existing
Toum Boundary on the North side of Interstate 70. 0f the 77.7 acres, 30.8 are
developable iwith slopes of under 40%). '
The Prelim'inary zoning is for 167 units, or approximately 5.5 units per buildable acre.
This in comparison wittr ZOq units', which is what would be permitted under County Zoning.
The proposal is for a combination of straight duplex, duplex primary/secondary and
nulti-fimi1y Condominium Units. There are-a tota'l of 3l straight-duplex 19!s, 9 duptrex
Frimary/secbndary lcts, and 4 condominiun parcels wjth 5 units, 12 unitsn 28 units'
and 42 units respective'ly.
The preliminary
acre parcel for
buildings on the
@u6f:
zoning is to
the primary
si te.
have a Special Development District for the entire 77.7
purpose of having more control on the Iocation of
PLAI{NING & EWffiCNMEMAL mMIlnSSIG.l ACTICh{:
The Planning and Environnental Conrmjssjon recormended at their April 24, '1979
meeting tha[ the Zoning as presented was acceptab'le. In a second motion, the
Planning Co$mission urged the Tovnn Council to look into the purchase of Parce'l E
(which is the Parcell a'iong the top ridge).
The reguest is for
the zoning as part
DFASIMETfI RMMMffiDATION:
See following pages.
a general discussion of the zoning withthe intent of contracting
of the annexation.
:"
F
Memo on Annexatfon of Parcels B'C,D, and E. Lionsridge Filing No. 2
6-5-79 Fage Two
BACKGROUND
At the Tunn Council meeting where this prcposed annexation was presented there
was a general agreement vilith the zoning.
l.) For Parce'l B containing 3.79 acres with 28 units proposed the zoning
would be medium density with a Special Development District-
2.) Parce'l C contains 11.03 Acres with 53 units proposed. For the'multi-' famjly area the zoning would be the.sane as jn Farce'l 8.. For the duplex
lots,- Two Family Primary/Secondary Zoning is recommended.
3.) Parcel B contains 16.53 acres of'land with 68 units proposed. Recommended
zoning for the multi fami'ly units is the same as Parcel B with Two Family
Prinnry/Secondary for the duplex 1ots.
4.) 0n parcel E is proposed njne duplex'lots or a possible total of l8 units.' The'zoning requbstbd is Two Family Primary Secondary. The Corununity.
Development Departnrent is sti'll recorrnending that this ridge line not
be developed.
This area is highly visib'le from Interstate 70 and the- Department considers
that ridge tinei wittrin Gore Val|ey should remain in their natural state.
In additionr once development djd lake place a]ong the ridge, Town of Vail
emergency vehicles wil'l Le requested to travel on county roads to get-to
the iown of Vail. The compactness and logical provisions of service in
the Community rculd be d'isitpted. Reading through the Envirtmental Impact
Report, and iiscussing the divelopment of-Parcel E with the Ch'ief of Po'lice'
thbre iou'ld be short ierm problem! with providing efficient and economica'l
service to this area. Resionse time is irot good-and further extending. police
service in this area may iinpact t}e ability io serve another area qutckly in
an emergency.
Because of the visual impact on the conrnunity and the difficutty to develop this
area the Departnnnt recommends no units for this area.
Services and Facilities
The environnrental impact statenent presents that almost al'l services
provided in an efficient manor for thjs area. For this part of l{est
i neighborhood park is needed. Again police servi'ce can be provided-
efficient nanon along the Frontage Road and Lions Ridge Loop. Parcel
discussion of potential problems is noted above in the menorandum.
DEPARTMENT RECOMMENDATION
The Conmunity Development Departrent recorrnended approval of the annexation
for the entire 77 acres of land. There is a cormunity of interest between
the Town of Vail and this property. The area is 1/6 contiguous to the Town
of Vai] and the area will be urbanized in the near future.
can be
Vail
in an
E
'w_
i'lemo_on Annexation of Parce'ts B,CnDo and E, Lionsridge Filing No. 2
6-5-79 Page Three
The zoning of
except Parcel
Two
E.
Family Primary Secondar is reconsnended for all duplex lots
For that area the recormended zoning is Agreculture
and Open Space. Parcel E Shou'ld not be developed into nine duplex 1ots.
The ridge lines in the Gore Val1ey should remain in a natural and open stateto further enhance the beauty of Vai'l.
For the higher density areas, med'ium density zoning with a spec'ia1 developrnentdfstrict is recorcnended. Through this zoning Town Council will be approving
the site plan for these areas. This should insure qua'lity development for these
If Tottn Council approves the dwel'ling units in Parcel E, the Staff recommends
that this street remain a private street. it would be difficult for the Town
to plow or repair a street that is not near other Town of Vail streets.
The Po1 ice and Public Works Department reconnnend that the intersection of
Lionsridge Loop and Buffer Creek Road be redesigned at the time of subdivision
to reduce the potential for accidents at this dangerous intersections.
The Department also recommends thal this property be annexed to Vait Fire
Protection District and Vail },letropolitan Recreation District. In addition'
that the geologic problems be resolved before any construction on Parcels C
and D.
@1
-uotv cRoss ELECTRTc ASSocrATroN. rNC.
13OT GRAND AVENUE
P. O, DRAWER 250
GLENWOOD SPRINGS, COLORADO S160I
JuIy 13, L979
Mr. Ji:n Rubin
Town of Vail
P.O. Box 100Vai1, CO 81657
Dear itlr.
Holy Cros
mentione
sketch.
deve
EasenentAlso, 1o
Sincerel
HOI,Y
Walter D..
WDD: l"sz l
Enclosure
cc : File: Eagle_ $o
AREA CODE
303
945 - 5491
94S - 6056
.A\"l
./.-?,ire
i} "',
"/
fS
,8.7
"r,r
''twt*
Lr-'v t,( f , - . '- ()i ; .rr\\iI I Ilt i lt' '-'
-jr
i.r
{
.lt t
, i\..i
!lI I
'l ,*
80220 , PHONE 320-8333
, Executive Director
August 16, 1979
NON-STATE ASSISTA}ICE
REVIEW AND COMMSNTS
l4r. Terrl"ll Kn.ight
DLrectot, Eagle County Departoent of plannLng
Eagle, C0 8L631
The Water Quality Control Division feels the sketch planfor this subdivision is in order. Both water and sewerappear to be available, final commitments for these ser-vices however, must be arranged. ln addition, the Divisionwould appreciate the efforts of the developer to incor-porate the fol lowing guidelines for construction runoff
management into final site plans.
AIR POLLIJTION CONTROT
As a single ilevelopm.@t, the effect thte subdlviEioa has onamblent al.r quality wll-L be extremely small. Howevgr r we againrequest that Eagl-e County conslder the cumrLstive impaee of the
J-arge nrmber of eubdivieLons that have been fiLed for.
Lions Ridge Filing #2 -
NA
I,,ATER QUALITY CONTR0L
ame,
a
COTORIOO DCPr[TilEf,T
1210 EAST
DATE:
SUBJECT T
to:
PROJECf, TIIIE:
.STATE+IqFNTIFIER:
COMMENTS:
OF HEILTX
IITH AVENIJE , OENVER, COLORADO
Frank Traylor, M.D.
Eagle County - su-125-79-S Sketch Plan
C0MMENTS DUE! (9119179')
RECEIVED
sEP 19 1979
:r ot planning & D?vel.
, .!Iri{le, County, Colo.
-e/
AdministratorSOC-3, Jan 79 MickL Baroes, Progra:n
;
Construction should be t imed to
Sani tary faci I ities should not
streams, wel I s, or springs.
Grass or brush fires should be
are vulnerable to erosion.
;
developed the following checklist
wou ld appreciate the developers
avoid rainy seasons if practical.
be located over or adjacent to I ive
prevented, Burned-over areas usual ly
a
5.
6.
9.
10.
The Soi I Conservation Servic,e has
to be Used in construction, and we
using these practices.
soils should be reducedI. The area and duration of exposure of erodible
to the greatest extent practicable.
a. Sollq *!0*!d be protected by using tenpor|ry vafrat *xno #r *rtNsh or
by acceleratEd establ lshnent of permanent vegetatlon, tagncnts of
work should be completed and protected as rapidly as c6nsistent
wi th const ruct i on schedules.
3. The rate of runoff from the construction site should be mechanical ly
retarded and the disposal of runoff should be controlled.
4. Sediment resul ting. from construction should be trapped in temporary
or permanent debri s basins.
Dust should be kept within tolerable limits on haul roads and at the
site by applying water 0r other dust suppressors.
Temporary bridges or culverts should be used where fordi ng of streams
is objectionable. Borrow should not be taken from areas r*here
pollution from the oper€t ion is inevitable.
7. Temporary measures should be used to kelep erosion control if
construction is suspended for any appreciable length of time'
8. Protection against pol lutants such as chemicals, fuels, lubricants'
sewage, btc,, should be provided,
ll.
I
I
1;
a IEAGTE COUNTYComnunitv Development
P. O. Soi t7g
EAGLE, COLORADO 8TA3T
TELEPHONE 303/328-7311
BOARD OF COUNTY
c0MMr55loNER5
Ext 241
ADMINI5TRATION
Ext 241 :
ANIMAL SHELTER
949-4292
ASSESSOR
Ext 202
BUILDING IN
INSPECTION
Ext 226 or 229
CLERK &
RECORDER
Ext 21 7
COU'{TY
ATTORNEY
ExI242-
ENG I NEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENSION
AGENT
Ext 247
LI BRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N I NG
Ext 226 or 229
PU RC HASI NG/
PER50NNEL
Ext e45
ROAD & BRIDGE
Ext 257
5HERIFF
Eagle Ext 2l I
Basalt 927-3244
Gilman 827-5751
SOCIAL SERVICES
328-6328
TREASURER
Ext 201
November 29, 1979
Robert Short
Genessee Land CompanyRoute5-Box102
Golden, Colorado 80401
RE: File No. Su-125-79-S
Lions Ridge - Lots G-2, 5, 6
Dear Mr. Short:
At their public meeting of November 28 , !g7g,
the Board of CounEy Coumissioners reviewed yotrr
sketch plan for 14 units and made rhe following
comnents:
1) A sign must be posted at entranceto erojeet srating che private
road status of the access way;
2) The design of the siLe should be
done so as to leave the least
possible scar while maintaining
a safe and reliable access.
Please eall this office if you have questions.
Yours Lruly,
t
I
l
i
omas.
AssL.
County Commissioners
Boni
Directcrr of Planning
TB/ncm
xe: Board of
dm
DEHTOIII, HARPER, MARSHALL AIIID ASSOCIATES, INC.
LAND PLANNING. SITE DESIGN AND LANDSCAPE ARCHITECTURE
I
August L, L97g
&ri@ 'iB,S0O,PARCEL F
A RESUBDIVISION OF
I,oTS G2, G5, G6
LIONS RIDGE SUBDIVISION
EAGLE COUNTY
}'ILING NO. 2
I
o167
COMPUTATION OF AVERAGE SLOPE
Slope (%)
Average
Slope (%)
5
15
l 251
35
5
%ot
Cover
sit
.o
2. OO
t2.93
2L.20
L4.93
13. 07
23.34
10. 13
2.27
.13
Average %
Slope X
Acreage
,.0
2.4O
26.25
60.20
54.4
AcreaEe I
\
.0
.16
-tl
t\tr. u-c ?'r?
h-lL.72
/
^oo\5r
crtrr*.lC) \t
e
o
10
20
30
40
50
60
70
80
90
CD
65
75
85
95
I
l
I
I
I
I
10
20
30
40
50 --
60
70
80
90
100
L.2L
1. 06
1.89
.82
.18
.01
58.30
L22.85
61. 50
15. 30
.95
Gruu 8.1 *^ro..'.'.'...+tf
I. (Average Slope % X Acreage = Total Site Aereage equals
average site s1ope.
4O?.20 ? 8.1 : 45.65 (average site slope)
II. A. 49.65 x 5oo = ZIFZE
B. 8.1 X 43560 = 352836
C. 352836 = 24825 = 7.4.21 units
l.l
@
o
C,.L
o
R
6
FILE #.*9c. :.t2fi..J3,.:2
FAGLE CC. PI.AN. COMM.fifcsiiD c{ri:Y
tutEETi i.: :],: r JepfuJ...uJf, 7 ?
Yo,+l
1,fr
I 'opE
o| \o0
1756 BLAKE STREET OENVEF. COLOBADO 8O2OE 3M-892-5568
EAGTE COUNTY o
Community Developnent
EntrEgboY8RADo 81631
TELEPHONE 303/328-731 I
BOARD OF COUNTY
coM M t55t oN E R5
Ext 241
ADMINISTRATION
Ext 241 )
ANIMAL SHELTER
949-4292
ASSESSOR
Ext 202
BUILDING IN
I NSPECT I ON
Ext 226 or 229
CLERK &
RECOROER
Ext 21 7
COUNTY
ATTORNEY
Ext 242
ENG INEE R
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENS I O N
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476.5844
PLANNING
Exl 226 ot 229
PURCHASING/
PERSONNEL
Ext 245
ROAD & BR IDG E
Ext 257
SHERIFF
Eagle Ext 2l 1
Baszlt 927-3244
Gilman 827-5751
socrAL SERV rCES
328.6328
TREASURER
Ext 201
23 November 1979
Genessee Land Company
Robert Short
Route 5, Box 102
Golden, Colorado 80401
Re: File No. Sm-i25-79-S Sketch Plan
Lion's Ridge No. 2
At their regular meeting on 21 November 1979, the Eagle
County Plann'ing Commissjon reviewed your sketch plan for
Lion's Rfdge No. 2, lots G-2, 5, and 6. The commission
allowed thi appljcant to proceed to the prelim'inary p'lan
s_tage keeping jn mind that the 22 foot "oggyly qna ]S _, ...d*.s*rir*1rgmfoot curve radius is what was approved. Also, a very de-
tailed landscaping plan will be required.
Your sketch plan will be revjewed by the Board of County
Commissioners at their meeting on 28 November 1979,
beginning at 9:00 AM.
If you have any questions, please contact this office.
Thomas Bon'i
Asst. Di rector of P'l ann'i ng
TB/adj
cc: Board of County Cormissioners
\
tuun
box 100
uail, colorado 81657
(303) 476-5613
No\zer$er 13, 1979
department of public works
Eagle Cowrty Planning Cqm:ission
Box 179
Eagle, CO 81531
Re: Access Road for Csressee land Copany De\zelopfiEnt qr lots G2,
c5 ard G6, L,icnsidge l'iling Nr-rber 2
Dear Ccmndssicrrers:
As lft^rn &rg5neer for tlre Town of Vail. I ha've rewierr,red the revised
access road onto the abo\re refersrced prcpertlz and feel ttnt it is atorkable solutiqr. There will be severe crrts and a large anqlnt of
disturbarrce dsre to tle natural terain, hrt I do not harrc any betteraltenratiries for p:oviding access crrto the site.
f would request tlat tlre follorzing conditions be iacorporated intotte plan:
1.) 1trc par.red roadw4r be a minim,.un of 20 feet at atl- locatiqrs.
2.1 An Htergercry I'trrn-A:round area be placed qr ttre Access Road
direeely belcnv tfie drirmoay leadJng to tlre Westernncst rnits
on tlre site.
3.) Grardrails be placed on all steep curves on the aocess road.
4.) A detailed revegetatiql plan be preserrted at Prelirnirlarlz Plan
stage wittr a @st estirmte and a perforrnarrce bcnd or other
gruarantee to co\rer the estimated cost. Sris retegetationplan is to have a specific tfue sctreahrle of wtren the re
vegetation is to take place, wittr nnst of it hatrpening prior
to the issuarrce of buildjng permits for tlre uilits sr ttre site.
t
EAGTE COI'NTY
EAGLE, COLORADO 81631
TELEPHONE 3031328-73t I
BOARD OF COUNTY
coMMrsStoNERS
Ext 24 |
AOMTNTSTFATtON
Ext 241
ANIMAL SHELTER
949-4292
A5SESSO R
Ext 2QZ
SUILDING IN
I NSPECTI ON
Ext 226 or 229
CLERK &
RECO R DE R
Ext ?.17
COUNTY
ATTORNEY
Ext 242
ENG INEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXT ENSIO N
AGENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLANNING
Ext 226 a( 229
PURCHASING/
PE R SON NEL
Ext 245
ROAD & BRIDGE
Exi 257
SHERIFF
Eaqle Ext 2'l I
aaiall927-3244
Gilman€27-5751
SOCIAL SERVICE5
328.6328
TREASURER
Ext 201
0ctober 15, 1979
Genesee Land Co.
Route 5, Box 102
Gol den, Colorado 80401'
RE: File No. Su-125-79-s
Lion's Ridge #2, Parcel F
At their meeting of October 3, 1979, the Planning
Commjssion rev'iewed iour sketch pl an and made the following
comments:
1) Snow removal ares. t". they adequate?
2) Road problems. Is access Feasible?
The Commission tabled your request to the November 7, Ig7g,
hearing at which time the County Engineer will have an
opinion on the access to the property.
Tentative dat6 for Engineer concerning roads & acess
is Monday October 29, 1979.
If you have any questions' please call this office.
Respecifully yours,
homas
Asst.
Boni
Director of P1 anning
TB/ Sg
December 20, 1979
Board of County CormnissionersP. 0. Box 179
550 Broadwav
Eagle County, Colorado 81631
Dear Comuissioners:
The following request is to eliminate interior lot lines
between lots G-2 and G-6, and between lots G-5 and G-6,Lion's Ridge Subdivision Filing No. 2 as recorded with
Eagle County Clerk and Recorder. The easements along tsheselot lines are to remain in tact.
Attached is the 1egal description of l-ot lines to be
vacated (see Attachment A). In addition, a list of
adjacent land owners (incl-uding neighbors across thestreet) is included with this application (see Attachment
B).
This request is contingent upon your approval of the
proposed p1ar. Please advise should any additional
information be reauired.
Sincerely,
RRS: dp
Enclosures
FILE # h*.&+./&5;-&-f
EAGLE CO. PLAN. COMM.
RECORD COPY
r'rrElrrue oF b-2.-vfuJfro
23485 Currant Drive, Colden, Colorado 80401, (303) 526-0643
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,lanuary 24, 1980
REcf fvtu
):ri,i d iJ ig80
,\,i i't l'llnning & DluEL*"'ed". eouotg@
2sFJXis8ci
Thomas Boni
Eagle County Planning Department
P.0. Box 850
Eagle, C0 81631
RE: Preliminary Plans, Briar Patch Development
Dear Tom:
I have finished a preliminary review of the Briar Patch Developmentfor the Lions Ridge Water District. Based upon this review, I have
the following corments:
l. Existing tlqter LifLe L EqseUett: As shown on the plans,
' sewer line and otherutilities running up the slope on the east side of the
proposed units. These lines when installed, were all
encased in concrete for the entire length of the slope
and across the whole trench. This can lead to problems
in trying to "tie-Jn" to this line with a six-inch service
line for water, putting retainlng walls across the trench
and putting a sewer manhole into the existing sewer line
in the trench.
Possible problems include; trying to repair a leak in
the water line "tie-in" with approximately l8-25 feet of
material on top, getting a good seal on the "tie-in" with-
out being able to move the existing water line in concrete,
or pressures from the retaining walls that could move theutility trench and thus cause 'leaks.
Therefore, it is qy recormendation that the "tie-in" to
the system be done on the existing line of the "uphil'l" side
of the booster station for the water, and along Sand-
stone Drive for the other utilities such as sewer. This
would eliminate the possibility of a leak in the waterline. If this was done, the water district stil'l requires
the necessary 20'easement for the 6 inch line to the
proposed fire hydrant.
..- EL
t
Mr. Tom Boni
Page Two
January 24, 1980
Also, the final design of the retain'ing wall footings
needs to be reviewed by our office. This is necessary
to insure that there would be no extreme toe pressures
from the footings onto the utility trench.
2. Existinq Pressures: Existinq pressures in this area
are nofiery Fls6'. An on-siie' investigation on the
afternoon of January 23, showed a static pressure of
30 psi at the fire hydrant at the end of the cul-de-sac.
During peak flow perlods this pressure could drop appre-ciably. A1so, the water district's future plans include
removing from service the booster station, and placing a
pressure reducing valve there. This cou'l d again cause
pressure problems for the development. Therefore, lt is re-
conunended that "tie-in" be done at the "uphil'l" side of the
booster station.
3. Pnoposed District Improvements: The water
mProvements
system in the upcoming rnnths and years.
ments include:
a. A new water storage tank.
district is
on the water
These improve-
b. Line 'improvements to serve "The Val ley" by gravity
from the tank.
c. Looping a line from "The Val'ley" to the 'lower Lions
R'idge Loop.
d. Certain va]ves, pressure reducing valves and reteri ng
equipment to tie the above improvements together.
These improvements will help al'l of the District, therefore,
whi'le the District wi'll be undertak'ing a certain portion
of the costs, it was felt the developers in "The Valley"
and at other locations should contribute an equitable amount
on the improvements. The exact amount to be contributed
by each concerned party has not yet been determined.
Mr. Tom Boni
Page Two
January 24, 1980
I
.l
But, it is the intent of the District to havs al'l invotyed
parties pay a fair share. By looking lt theifuffue fln*:",'
storage reguirements, fire flow demand, line lengthsr ffiestic
storage requircments, lt is planned-tecome. up with,at .:equitable cost for the dEveloperc and the'affecttid watcp- ; ',
di stri cts.
This concludes my conmnts at the time. If you have any questions,
feel free to contact me.
Yours truly, +
G"y^-,e,fr/.u
Bryan Duff, P. E.
BD/j lw
xc: Jim Collins
Jim Balley
Ed Drager
Robert R. Short
I
t.;
I
EAGTE COUNTY
EAGLE, COLORADO 81631
TELEPHONE 303/328.731|
EOARD OF COUNTY
coMMrssroNERS
Ext 24!
AOMINISTRATION
Ext 241
ANIMAL SHELTER
949-4292
A55E55O R
Ext 202
EUILDING IN
INSPECT IO N
Ext 226 or 229
CLERK &
RECO RDER
Ext 2l 7
COUtITY
ATTO R N EY
Ext 242
ENG I NEE R
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTENs ION
AG ENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N I NG
Exl 226 ot 229
PURCHASING/
PERSONNEL
Ext 245
ROAO & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Easall 927-3244
Gilman 827-5751
SOCIAL SERV ICES
328.6328
TREASURER
Ext 201
February 22, 1980
Genessee Land Co.
c/o Robert R Short
23485 Currant Drive
Golden, Colorado 80401
Re: File No. Su-125-80-P
Briar Patch
At their meeting of February 20, the Planning Commission
recommended approval of your pre] iminary plan for l4
units. This recommendation will be forwarded to the
Board of County Commiss'ioners on FebruaYy 27.
If you have any questions, please contact this office.
Respectfully yours,
t{Verna,a} /3oz<)/
Thomas Boni
Assistant Director
of P'l anni ng
TB/J h
cc: Board of County Cornmissioners
I3O I GRAND AVENUE
P. O. DRAWER 250
CLEN'WOOD SPRINCS, COLORADO 81601
August L7 | 1979
HOLY CROSfg'g.TRIC ASSECIATIoN. I NC.
AREA CODE
303
945 - 549r
945 . 6055
RECEIYED
AUG 21 1979
D6pt. of Ptanning & Dfi,s/.
E!g'e, cQnty, coto.
\tsrl r-r=r..srr.
..., ._].;-, i , : . : . i .., .., I , ,...
Holy Cross Electiic has an existing major overhead Power line located
on in easenerl! between Lots G-5 and G-6,, L,ions Ridge,,F_gling #2. Thison ln easenerl! between r,ots G-5 and c-6, LionS Rfdge, Fillng #2. I
power lrner,faf.',,':o€,,'ln:conflict with the above menlioned develolment.
...,.-:., I -, .';,,'t;t , . .'l , . ,:
,.,,r.,,,...Sincerely,
mc
AssocrArroN, rNc.
///K,.t/u4!ctf
wilter D. -Dorman. Enqineer
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September 11, ,l979
Eagle County Planning Department
P.0. Box 'l 79
Eagl e, C0 8'1631
RE: Sketch P'lan - SU - 125-79-5
Lions Ridge Fifing #2 - Parcel F
Gentl emen:
The referenced resubdivision of lots G-2, G-5 and G-6 in Lions
Ridge Filing #2 is proposed in an area where a major utility
easement is iocated. The Lions Ridge Nater District is con-
cerned about this easement in that it js located on a steep
slope and unusual nrethods will be required in the event that
maintenance, repair or modifications are required in the future.
The Lions Ridge Water District requests that the developer be
required to coordinate preliminary planning efforts wjth theDistrict's engineer. Furihermore an easement width greater than
20' wil'l be necessary.
R espectf lY'
Engineer for Lions
E. & L. S.
Ridge llater District
RH/i t'{
xc: A'l 1 Board Members
Jim Co]'lins
A1 Flewelling
-, tL
NECEIVEE
SEP I r '!cr?'r
!Fpt.'
f,b**-''' -"
'
dm
DENTON, HARPER, MARSHALL AND ASSOCIATES, INC.
LAND PLANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE
November L3, 1,979
Mr. Tom Boni-
Ea"gle CountyP.O. Box 179Eagle, Colorado 81631
RE: Lions Ridge
Dear Tom :
Per Eagle County and Town of Vail comment we have made thefollowing changes to the sketch plan for your review:
1. Minimum road width from the cul-de-sac to the firstunlt shall be 16 feet to meet BLI\{ Standards. Thiswill accomplish a reduction in the scar caused bythe road. The road width could be increased to
2O feet lf you find this desirable.
2. I\{aximum road grade on the driveway sha1l be LO%.
However, the grade on the inside of the 45' radius
sha11 be a maximum of 87o
3. Driveway between units sha11 be a minimum of 25'in width to a1low for easy and efficient maneuveringinto and out of garages.
4. A signed and chained emergency vehicle turn-aroundwith minimum dimenslons of 10' x 2Q' shal1 be provided
as shown on the drawings.
5. Seven guest parking stalls shal 1 be provided as shown
on the drawing with minimum dimension of 10' x 20' .
Each of the 14 units sha1l eontain 2 enclosed private
stal1s.
1756 BLAKE STREET DENVER, COLORADO 80202 303.892.5566
Mr. Tom Boni
November L3, L979
Page Two
6. The T-turnaround serving the most westerly units shall
be expanded as shown on the drawings. 10 feet ofadditional paved turnaround area shall be added tothe northern and southern ends of the turnaround toprovide additional maneuvering space for the adjacentunits.
7. The centerline radius of the switchback sha11 be a
mlnimum of 45 feet as shown on the drawings.
lVe hope this information will resolve any problems you may have.
If you have additional questions or need additional informationplease contact me.
Sincerely yours,
DENTON, HARPER, TTARSHALL & ASSOCIATESb*t v, E^h^---'
David L. Denton
Landscape Archit ect /Planner
cc: Mr. Bob ShortMr. Lerov Totrler
Enclosure
DLD:mm
July 31 , 1-979
Eagle County Planning DepartmentP.0. Box 179Eagle, Colorado 801631
Re: Sketch Plan Review for Lions Ridge Filing No. 2, Parcel F
(A Re-Subdivision of Lots c-2, c-5 and G-6)
Gentlemen:
Enclosed herewith ate 22 copies of the Sketch Plan Submittalfor the above referenced palcel. The sketch plan requesEs adensity of 16 units within Ehe RSM zoning. Also enclosed isour check in the amount of $98.00 for the required filing fee.
Lot,s G-2, G-5 and G-6 were originally platt.ed as part of theLions Ridge Subdivision Filing No. 2. We are proposing to
concentrate the developmenE on the more usable portions ofthe site, thereby leaving a substantial portion- of the areavoid of any development. In order to accomplish this, it will
be necesdary to remove the interior lot boundaries and to va-cate the 20 foot utility easement between Lot G-6 and G-5.
The 20 foot utility easement bet\'reen Lot G-2 and G-6 would beleft in tact, since there are currenEly utilities within this
easement,
In addiLion to the sketeh plan submitral , we have also encloseda computation of the average slope on the siEe. This compuEa-tion was prepared by our land planning firm, DenEon, Harper,
Marshall and Associates, utilizing the so-called "500 rule".
Route 5, Box 102, Colden, Colorado 80401, (303) 526-0643
Eagle County Planning DepartmentJuly 31 , L979
Page 2
Using this approach, the subdivision requirements would allow
L4,2L units. We feel that the site has some very r.tnusual
characteristics, tshat being Ehe very steep portions along the
lower part of the site, and that these characteristics are not
accoumodated by the "500 rulet'. Accordingly, r,re are reguesting
a special use permit to a1low a density of 16 r:nits as shown on
the sketch plan.
If any addltional information is needed, please let us know.
Sincerely,
GENESEE I"AI{D CO},IPANY
RoberL R. Short
RRS:lac
Enc.
FILE # .$*.:.12fr-:..7i-:.2.^
EAALE CO. PI-AFI. COMM.
IIEC{)ND CCFYi;#ir;ii; ;; sffi,Jr# fi, 7q
EAGTE COUNTY
EAGLE, COLORADO 81631
TELEPHONE 303/328-73t I
BOARD OF COUNTY
co MM tSsto N E Rs
Ext 241
ADMINISTRATION
Ext 241
ANIMAL SHELTER
949-4292
ASSESSOR
Ext 202
BUILDING IN
I NSPECT ION
Ext 226 or 229
CLERK &
RECORDER
Ext 217
COUNTY
ATTORNEY
Exl 242
ENG INEER
Ext 236
ENVI RONMENTAL
H EALTH
Ext 238
EXTENSION
AG ENT
Ext 247
LI BRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5444
PLAN N I NG
Ext 226 or 229
PURCHASING/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHER IFF
Eagle Ext 2l I
Basalt 927-3244
cilman 827-5751
SOCIAL SERVICES
328.6328
TREASURER
Ext 201
Enclosed herewith is a copy of an application and plan
submitted to the EagIe County Planning Comnission for
revjev,, and recommendation at their regulall meet'ing on
19 September 1979,
In accordance with C.R.S. 106-2-9, 106-2-33 and 106-2-34'
1.963, as amended and Eag'l e County Subdivision Regulations'
Section 3.05 and 3.07, is amended effective 1 August 1976'
you are required to receive the plan, and you. have 35 days
irom date riailed with'in which to respond or the plan will
be deemed to have been approved by your agency.
The Planning Comm'i ssion would sincerely appreciate.your
conments and recommendations a few days prior to the
meeting date. If you desire additional information or
tirne, ilease advjse this office in writing.
August 9, t979
RE: Su-125-79-S Sketch Plan
APPLICANT: Genesee Land ComPanY
c/o Robert R. Short
Rt. 5, Box 102
Golden, Colorado 80401
TK/J P
Enc.
Thank you very much,
6;rck*t*rW
Di rector
I
L
EAGLE COUNTY
Community Development
P. 0. Box 179
EAGLE, COLORADO 81631
TELEPHONE 303/328.731 |
BOARD OF COUNTY
COMMISSIONERS
Ext 241
AOMINISTRATION
B November 1979
Re: File No. Su-125-79-S Lion's Ridge Parcel F
Sketch Plan
Ext 241 i
ANIMAL SHELTE R
949-4292
AS5E550R
Ext 202
BUILDING IN
I NSPECT IO N
Ext 226 or 229
CLERK &
RECORDER
Ext 2l 7
COUNTY
ATTO R N EY
Ext 242
ENG I N EER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTEN S IO N
AG ENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N I NG
Ext 226 or 229
PURCHASING/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Basall927-3244
Gilman 827-5751
SOCIAL SERVICE5
328-5328
TREAsURER
Ext 20 |
Bob Shore
Genesee Land Company
Route 5, Box 102
Golden, Colorado 80401
Dear Bob:
Respectful ly,
At their l'{ovember 7 meeting, the Planning Conrnission reviewed your
sketch p'l an for 14 units on 8.1 acres. Although the Conrnjssion does
not rnakb a motjon of approva'l or denjal of sketch plan stage, it was
their consensus that you remain at the sketch plan stage and re-appear
before the Planning Cbmmission on llovember 2L or December 5 to present
more details of th; road al'ignment and cross sections through djfficult
grades. Revised p1 ans shou'l d also show park'ing_and embankment details
6n u"eas where wails are necessary. Plans should be reviewed by the
Eng'ineers from both Eagle County and the Town of Vail. Other comments
maie by indivjdual members concerned visibility and excess density.
If you have any questions, please contact this office.
---:7
/r4+"=--
)
Thomas Bon'i
Assistant Djrector of P1 anning
o',.1
I
Englnccr Oepaftnont
P. 0. Box 850
Novembcr 5, 1979
Bob Short
Genesee Land Conrpany
RoutcS-Boxl02
Golden, Colorado 80401
SUBJECT; Sketch Plan - Lots g-2, 9-5, 9-6 -
Llons Rldge Subdlvlslon
Daar l{r. Short:
0n October 30, 1979, Tom Bonl and I nct wtth you,llr. Denton, and llr. Lloyd on the subJect slte to
d{scuss your sketch plan, partlcularly tlte proposedslte access. I was asked to compnt on tha access
and that f s the purpore,,of thf s letter, , ;l ,
It ls nqy op{n{on'that the allgrrment coupled rlth
tha grade of the accessway shown on your sketch plan
creat$ a hczrdous s,ltuatlon'for,vehlcles us,lng the
padway partlcularly when the rcadr*ay ls cover-ed wlthlce or ls snoupacked. The 10 per.cont grade and the35-foot radlus curlve should be restudled wlth enphaslsplaced upon elther decrearfng'the.grade to B percent
on the curve and lts approaches or lncreaslng the
radlus of the curye to at least a 4S-foot radlus.
Erclosed ls a sketch whlch lllustrates a method
by whlch thls may be accompllshed. I am not an
archltect nor do I lintend to dlctate any soluilons.
The skctch ls only my thought as to hor the sltuatlon
could posslbly be lmproved.
Yourg truly,
ilel ton E. Atret I
Eagle County Engfnecr
ilEA/ncn
Enc'logur.e
cc: Itf|;f
Bob Lloyd
,I
I.
SINA4ARY FOR SKETCH PLAN SUBMITTAL
FOR
LIONS RIDGE FILING NO. 2 PARCEL F
(A Re-Subdivision of Lots G-2, G-5 and G-6)
SUBDIVISION REQUIREMENTS
Section 4.01 of the Eagle County Subdivision Regulations
reguests the following infomation on the Sketch Plan
Submittal:
4.01.01 (a) Tract Boundary, land use and densities are
shown on Sheet 1.
(b) Street pattern, width, and gradients are
shown on Sheet 1.
(c) Existing development on the subject and
adjacent property are shown on Sheet 1.
(d) Soil Eypes and classifications are describedin Section II-
(e) Geologic information is described in SectionII . Soils information, drainage, wildlife,wildfire,_and vegetation are'described inSeetion .II .
4.01.02 A letter requesting review alongfee accompanies this submittal .
(a) The name of the development
Lions Ridge Filing No. 2 (aof Lots G-2, c-5 and G-6)
wirh rhe filing
is Parcel F,
re-subdivision
(b) Domestic water service, treatment, and distri-bution is described in Section II1.
(c) Sewage collection and disposal is describedin Section III .
o,
II. PHYSICAL INFORMATION
Soils
Several soils engineering reporrs have been completedfor the site and the adjicent areas. They genelallyconcluded that the soils are buildable, altf,ough spLcialconsideration must be applied with respect to Sitiog,earthwork and drainage.
The engineering reports reconmended chat all foundations
b,e carefully inspected b,y a soils engineer to determinethe final design parameters for the foundations. Exca-vations for the foundations and grading around thefoundations are critical to ensuie thaE the work doesnot disturb the rock outcroDs on the south side of theridge or cause excavated material to ro11 downslope tothe south.
Geologie
A nr:mber of engineering reports hawe been completedon the geologic hazards of all or parts of this site.The studies agree that the moderate hazards can bemitigated against and reduced to low hazards. Thedetermination of which specific rocks are potentially
hazardous must be determined in the field.-
Drainage
Drainage will be handled with culverts, roadside ditches,
and channels through the open space areas. Culvercs,ditches and channels will be sized to carrv at leastthe lO-year storm runoff. There will be nt overlotgrading on the site.
Vegetation
Vegetation on the site consists'of grasses, sagebrush,and isolated clumps of aspen (as shown on Sheet 2).It would appear that many of the aspen are diseased
and may require treatment and maintenance. Devel-opmentwill cause disturbance to the site in areas of consEruc-tion. However, corrective revegetation measures will be
employed by the developer.
Wildlife
Because this is a relativel-y small pareel of land located
between other parcels currently developed, under develop-ment, or proposed for development, we would assume that
additional imoact
mr-n].mal co none .are obvious.
Wildfire
3
to the wildlife in the area would be
No game trails or wildlife habitats
A very minor wildfire hazard, if any, DdI exist seasonally
due to the existing site grasses and brush. A public
L,rater system with fire hydrants will be installed. !iliththe proposed improvements there should be little danger
from uncontrolled brush fire.
III. I^IATER AND SEWER
The source of domestic hrater is the Lions Ridge WaterDistrict. According to Jin Collins, Manager of Lhe District,there should be no problems in providing water Eo this
development since distribution lines are currently in theproperty.
The property is in the Upper Eagle Valley Sewer Districf.
According to Jim Collins, Manager of the District, theDistriet has the capacity to serve the proposed development.
July 3l , L979
Eagle County Planning DepartmentP.0. Box 179
Eagle, Colorado 801631
Re: Sketch Plan Revier,r for Lions Ridge Filing No. 2, Parcel F
(A Re-Subdivision of Lots G-2, G-5 and G-6)
Gentlemen:
Enclosed herewiEh are 22 copies of the Sketch Plan Submittalfor uhe above referenced paicel. The sketch plan requests adensity of 16 units withii'r the RSM zoning. Aiso enciosed isour check in the e'nount of $98.00 for Ehe required filing fee.
Lots G-2, G-5 and G-6 were originally platted as part of theLions Ridge Subdiwision Filing No. 2. We are proposing to
concentrate the development on the more usable porEions ofthe site, thereby leaving a substantial portion- of Ehe areavoid of any development. In order Lo accomplish this, it will
be necessary to remove the inEerior lot boundaries and to va-cate the 20 foot utilitv easement between Lot G-6 and G-5.
The 20 foot utilitv easimenE betvieen Lot G-2 and G-6 would beIeft in tact, sinci: there are currently utilities within this
easement.
In addition to the sketch plan submittal , we have also encloseda computation of Ehe average slope on the site. This computa-tion was prepared by our land planning firm, Denton, Harper,
Marshall and Associates, utilizing tshe so-cal1ed "500 rule".
Route 5, Box 102, Golden. Colorado 8O4Ol, (303) 526-0643
Eagle County Planning DepartmentJuly 31-, L979
Page 2
Using this approach, the subdivision requiremenLs would aLlow
L4.2L r:nits. We feel that the site has some very r:nusualcharacteristics, that being the very steep portions along the
lower part of Ehe site, and Lhat these characteristics are not
accomodated by the "500 rule". Accordingly, we are reguestinga special use pemit to allow a density of 16 units as shown onthe sketch plan.
If any addl.tional information is needed, please let us know.
Sineerely,
GENESEE I,AND COMPAI.IY
Robert R. Short
RRS:lac
Enc.
ST]MMARY FOR SKETCH PI,AN SUBMITTAL
FOR
LIONS RIDGE FILING NO. 2, PARCEL F
(A Re-Subdivision of Lots c-2, c-5 and G-6)
TABLE OF CONTENTS
Section I - SubdivisionRequiremenls
Section II - Physical Information
Soils
Geologic
Drainage
Vegetation
Wildlife
Wildfire
Section III - Idater and Sehrer
Maps '- Sketch PIan Sheet I
Slope Analysis Sheet 2
AtEachment - CompuEation of Average Slope
Fil-E # .5+.:..Q5- 77 - s
fri,55[J, i,F.r A;j:' ;5Mil:
MEEn Nc ;;S4f#r.,/e..1.?, Z +
November 13, L979
Mr. Tom Boni
Eagle County
Eag1e, Colorado 81631
Re: File No. SU-L25-79-S (Lots G-2, G-5, and G-6, Lion's
Ridge Filing No. 2)
Dear Mr. Boni:
In connection with the proposed sketch plan for the above
referenced parcel , this letter will confirm that the
minimum road width from the end of the cul-de-sac to thefirst building will be 16 feet in order to meet BLI"I
standards. This road width will accomplish a reductionin scar caused by the road construction. Also, please
be advised that the road could be increased to a 20 foot
width if the Countv should so desire.
Sincerely,
GENESEE LAND COMPAI.IY
Robert R. Short
RRS:dpcc: LeRoy Tobler
David Denton
23485 Currant Drive, Colden, Colorado 80401, (303) 526-0643
lnttn
box 100
rail, colorado 81657
(303) 476-5613
September 18, 1979
department of community development
Eagle County Planning Corwnission
Eagle County Court House
Box 850
Eag1e, Co 81631
Re: File No. SU-125-79-S(Lots c2, c5, and G6, Lionsridge Filing No.2)
Dear Planning Comxnission Members:
The Town of Vail has reviewed the the Sketch Plan for the
above referenced lots and finds the plan totally unacceptable.
A site visit to the Eastern end of Lions Ridge Loop (from whichthe access onto the site is designated) reveals slopes that arein our opinion too steep for any type of development. E"rom onepoint on Lionsridge Loop to the access road servicing the upperunits on the site, there is a 36 foot change in elevation overa 60 foot distance which results in a finished slope of approx-imately 60E. There are many other parts of this steep hilLside
where finished slopes are \,iell in excess of 508.
We do not thj-nk that any development should be considered forthe upper part of this hillside. The resulting damage to thenatural terrain, the massive retaining walls necessaryr and thetechnical problems encountered in attempting to develop such a
steep hillside are virtually insurmountable. The detrimental
impacts that such a development could have from both an aesthetic
as well as an envj-ronmental standpoint are too numerous to evenseriously consider at this time.
Our advice to the developer is to consider access only from
Sandstone Drive and to develop only the lower part of the hil-1-side. This part of the hillside is not nearly as steep and
should result in a much less destructive use of the land.
OneParkCentral - l5l5 Aropohoe street
P. O. Box 840 Denver Colorodo 80201 (303) 534-1261
August L7, L979
Eagle Couhty PJ.anning Departnent
P.O. Box 789
EagLe, Colorado 8L631
Re: Preliminarv Deve losnent Plans
SU-126-79-S - West VaiL Plaza
SU-125-79-S - Lions Ridge #2, ParceL F
re-subdivision
above captioned plot- plans
on the lanal to be plottecl.
Pl-ease note that we are a transrnission utilitv and our approval does not
reflect our ability to serve subj ect subdivisions.
ftEcFly"r.,
A:JG z, ;;;
Dcor. n, ^.,";.'t"!,X,i,[t *^.
Gentlecnen:
We have examined the
western has no facilities
LLR/pf
and find that at this time
very txuly yours,.,..n, I
-1 -.,.r, ,4;' .f,77/tli'.,)'<.v../, Ltt-/ .1.'n:" I;/Laura T-,. Rodqers
Associate Right-o f-way Agent
RICHARD D. LAMM
GovERNoR
JOHN W. ROLD
Director
OOrcRAIx) GEOTOGICAL SURVET
DEP,ARTMENT OF NATUBAL RESOURCES
716 STATE CENTENNIAL EUILDING - I313 SHERMAN STREET
oENVEB, COLORADO 80203 PHONE (303) 8il9-2611
September 13, I979
[^le have reviewed the above referenced subdivision and find that steep slopes androckfall may affect the subject area. The magnitude of these geologic conditions
cannot be deterrnined from information in our files. l^|e request that a geolog'ic
report be prepared for the proposed subdivision and that this report be submittedfor our review.
tlle will complete our review when this information is received.
Mr. TemiII Kn'ight
Eag'le County Planning Department
Eagle, C0 81631
Dear Mr. Knight:
blRJ/sp
cc: Land Use Conmission
RE; LIONS RIDGE, FILING #2
RESUBDIVISION LOTS G2,
G5, and G6, EAGLE C0UNTY
RECEIVED
sEP 19 1979
lDlg. of ,Pl.nning & olvel.
rub, dtulltl4'dnh
GEOLOGY
SToRY OF THE PAST , , . KEY TO THE FUTURE
Sincerely,
Walter R. Jun
Eng'ineering Geologi st
e asle ccunry, cororado rtunnins comrnissio ^ru" *";i4-l-?5;J! - 5
Certiiic0tion is hereby mad6 that a copy of &n applicaiion submitted and siven the above
File No. was enlere(l into thc U.S. trlails. or hand delive.ed. on
to the olfices/persons as llsted F.ereon, pagor_ot_, as marked b). the initrsls
Certiticr'r Sig ral dre:
.\ All Applications refered to:' ,/ 1. Colorado Geologlcal Slrrvev
a/ 2. colo. oepartmenl ol Health
,/ 3. Colo.ado Stats Engineer
b/ 4. Esgle county sanitaria
-/ 5. Esole Counlv Enoineer
/ 6. Holy Cross Etectric Assr.
7, Cal6.^i6 lltn' .
10. Bocky Mt^. Natural Gas
D..Applications in Eagle-Arush Creek to Edwards:
1. Town of Eagle
2. Eagle Sanitat'on Oislrict
3. Colorado Oivision ot Wildlife
4. U.S. Forest Service
5. Eagle Valley Telephone Co.
6. Rocky Mtn. Natural Oas
7. School District RE50J
-/ e. U.S. soil conservation service cAppticaiions in uppe. Eagre vafley:
9. U.S. Burea! of Land Manaserent
'10' Colorado River Wate. Consv' oist. 2. Town of Red cliff
1. TOwn of Minturn
s. Upper Eagle Valley Sa^. Dist.
4. e16le-Vail Met.o Oistrlct
5. Other Oisr. (none at present lime)
6. School District RE50J
11. Dlv, of Water Resolrces
B.Applications in Basart erea:
7. Coloradc Division of Wildlife
8. U.S, Fo.est Service
5. Basalt Rural Fire Dist. 9. Mtn. Bell Telephone Co'
1. Town of Basalt
2. Planning Representative
3, School District RE 1J
4. Basalt water Consv. Dist.
6. Basalt Water and Sanltation Cist.
--1O.
Public Service Co' of colo'
7. colorado Divisionof wirdtife -- .. '.-2: :/*:*a;:/:- :,).:- t'^' i-a'!
X.noorications i;dore vallev - Vail A.ea: 4 f
8. U.S. For€st Service ./ l. Westo.n Slope Gas -)
-'-7.9. Mounta.n Be1 T€teo-o-e Co. ,./ 2. Town oi Va l 1:7
-----ll,
llt. Sopris Soil Conserva+-ion
C.Applications in Gypsum Area:
3. Vail Village West Water & San.--.t- ,t. Lions Ridg€ water
t-/ s. vait villase west Fire
6. Vail lntermountain Watar
7. Vail Sanrtot on D st.
------7/ a. S"rvj6t O,stnct REsOJ ' t
--7 9' coloracb oivision ol wildtite
6. n-.kv Mtn- Netural Ga t/-/ ,o- u.s. Forest service
7. School District RE50J ,/ r'r. *rn, Betl retephone co.
1. Town of Gypsum
2. Eagle couhii Ai.porl Authority
3. Colorado Division of Wildlif6
4. U. S. Forest Servico
5. Eagle valley Telephone Co.
' --- d. furElm d4!.iterign L-islr'ct. ---7-'tz. pLrb'c servrce co, of colo.'-''@".^s*'?;;ri;;:?.,
--7'1i'
upoer Ease va'ev san'
.l_ 4- Us Forest Service (Mi^tum)
I5. Ecl e Va Inl rclep-oro C3. I
6. Yampa Vrlle/ Electrlc I
I
l;,ON--. Agencie3 (wl^€.e .rppropriota) I.\.r--t. Colorado D9PL. of :tighways I
| ./ z. coro. ciete Forert Se.u;ce -'
EAGTE COUB{TY
EAGLE. COLORADO 81631
TELEPHONE 303/328-731I
BOARD OF COUNTY
coMMrssroNERs
Ext 241
ADMTNISTRATION
Ext 241 },
ANIMAL SHELTER
949-4292
AS5E550 R
Ext 202
BUILDING IN
I NSPECTION
Ext 226 or 229
CLERK &
RECORDER
Ext 2l 7
COUNTY
ATTORNEY
Ext ?42
ENGINEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXTEN 5IO N
AG ENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N ING
Ext 226 or 229
PURCHASING/
PERSONNEL
Ext 245
ROAD & BRIDGE
Exl 257
SHERIFF
Eagle Ext 2l I
Basalt 927-3244
Gilman 827-5751
SOCIAL 5ER V ICES
328-6328
TREASURER
Ext 201
September 14, 1979
Genesee Land Co.
% Robert Short
Rt. 5 Box 102
Go'l den, Co 80401
RE: File No.Su-125 -79-S
In reviewing the number of items subm'i tted for the
September 19, 1979, P1 anning Cornmission meetjng 'it
has become apparent that we will not have enouqh
time to get to all of these applications of the
meeting. Therefore we have continued your appljcation
(as well as a number of others) to the Planning
Cornmission hearing of 0ctober 3, 1979. We apo'l ogize
for the inconvenience.
Respectful ly,
Thomas Boni
Asst. Director of Pianning
TB/ Sq
W. F. SMITH
Acting Stata Enginerr
DIVISION OF WATER RESOURCES
OeDanment ot Natural Resources
'1313 Sharman Strget. Room 818
Oonver, Colorado 80203
Administration (303) 839-3581
Gro'Jnd Wbtor (303) 8393587
August 23, 1979
Mr. Terrill Knight, Dlrector
Eagle County Dept. of Planning
and Development
P. O. Box 179
Eagle, CO 81531
RECE1VED
AuG ?B iglg
''S:'SS,t"ll"'
Re: Lions Ridge 2 Parcel F, Sketch Plan
+su-125-79-S
Dear Mr. Knlght:
This is to acknowledge receipt of sketch plan material for the
above referenced subdivislon. The Lions 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 District has sufficient water available to serve this development, and
we recommend approval of Lions RidSe 2, Parcel F.
IAD/GDV/pJI
cc: Lee Enewold, Div. Eng.
Land Use Commission
Very truIy yottrs,*e A,*^Jw
jerls A.
uty State
Danielson
Engineer
Eagle County Planning Conunission
9-18-79--Page Two
We, thereforee reguest that you deny this proposal inan effort to not aLl-ow development to happen on hillsidesthat are really too steep for development.
Dick RyaDirector
Departnent f Conununity Development
I 8ox 386 Eagle, Colorado 81631
Septernber 5, 1979
Temlll Kni€ht, Eaele Oounty flLanner
% naete County Hlawring Dept.
Box L79
Eagle, Colorado 8163L
Terrlll-:
The Genesee ta.nd Co. sketeh plan subnri.ttal was sutrritted to the
Eagl s goultrt SoLl- Consenration District for reviervr end comnent.
We have the following cornnents:
1.) As reguired with a slcetch p1-an eukmittal, soiJ-s lrrformatlon
should be provided. We feel- that jrr order to nake sound
J-and rnaragement declsions as weLl- as for those who have to
reiriew each sutxnlttal-, thls informatlon shoul-d have been
provlded.
2.) fn tne prrelirninary plan zutnrittal, a detaiLed reuegetation
and,/or landseaping plan should be subnit'ted, as r,ve1-1- as
beeause of the steep site, an erosion control plan ahoul-d
aleo be prorided.
SincereLy,
a^.t 8*t*
Btrd Gates,
President
Liorr-'s F,idge
,. Subdivisidn
Filin g#e
Parcels
-==
>=_F
BC,q
:
7t../'
....i. .,r t;rf
Allen Clersterrberger Assoctat€e
eO4O l4uh Streer, Sulr€ l0O Boulder. Colorarlo ffiA (n3W?A?49
\'\'\-.-\-==;:...-:\==-/.-jal==-_
-.-':
t11g
ET{VIRON}TENTAJ, IMPACT STATEMENT
LIONIS RIDGB SUBDIVISION FILINC NO. 2
PARCELS B, C, D, & E
A}INEXATION AND ZONING PROPOSAL
Prepared for
Llonrs Ridge Associates, Ltd.
Box 1528
Vall, Col.orado 81657
Prepared by
ALlen Gerstenberger Assoclates
2040 14tb Street Sulte 100
Boulder, Colorailo 80302
24 llay 1979
il AIl"n Clerstonberger Assoclatos
ilttnlft I$lIl
\a-
li'i
I
I
I
24 llay 1979
ltayor Rod Slifer
Vall Touo Councll
Town of Va11
Box 100
Vail, Colorado 8f657
RS: Environneotal. Inpact Statement for
Llorrs Rldge Subdlvlsion Ftllng No. 2
Parcels B, :G, Dr 6 E Devel"opuent PropoeaL
Dear Mayor SLLfor;
The followiDg rePort revlewe the requested zonlng for the
77 acre sLte in Lionrs Rldge. lfe have revlewed the p1an, identified
impacts, and sumarlzed recomended nltigatlon neasures. The report
ls beiag submitted as oae el-eoent of the requlred development plans
required for anuexatlon and zoniag.
The residentl-al land uses aad aubstantial open sPace are in
keeplng with the character of the neighborhood. Overall, the proPosed
zoalng is conslstent rtlth the developeuent objectlves of the Tosn.
Of prirne fuq)ortaDce to the Torm l-s.the coDtrol of the design of the
buildings in the project. Parts of the ProJect are extremely vlsible
and the Torro should take the lead posLtJ.on 1n the desi-gu revlew Procesa.
ThLs caa only be accompllshed if the area ls annered.
'*'"'frlfu)
1Allen Geretenberger
AG:bg
Enc.
2O4O l4th SE€er Sulre lffi Boulder, Colorarlo W (W\U7A?45
TABLE OF CONTENTS
Introductlon o r r ., ,,.. ..... I
OVERVIEW
Deslgn Solutlon
TIIE $lpACTS , .... . .. .. 5
Socl.al & Econooic lBpacts
Populatloo
Schools
FLre ProtectLon
PoLice Protection
Reeponse Tlmes for Energency
Vehicles
Recreatlon
Visual- Impactg
Enployment
Retall Sale8
Governmental Revenues
Physical lnpacta
Vegetation
Geologlc
Solls
Drainage and l{ater Quality
Water
Sewer
Alr QualltyTrafflc
Transit
5
5
5
6
6
6
7
8
8
8
9
ll
t1II
T2
T2
13
13
l3
13
15
l5
Notes .
Sibllography
IDtervl.elrs
L7
2l
22
INTRODUCTION
This report outLlnes and reviews the najor lssues concerned wlth the
aonexatlon and zoulng of Parcels B, C, D, and E in Llonrs Rldge F11lng No.2.
Information ls presented about the proposed plan; the lnpacts of the
project ln terms of social, economic and physlcal lssues; and recornnended
nitlgatlon measures.
The fornat used lnvolves brief points under each of the 'n^jor toplcs.
Ttre suppotting reports and calculations have not been l"ncluded id the text.
Sone erplanatory infornat{on has been included in the sectiot on ttNotest' at
the end of the report. Other reports are referenced and are available elther
from the developer or at the Torm Hal.l; they have not beeo l-ncluded in
this report because of thelr length aud the amount of detail lnvolved. The
nal or conclusj.ons have been included in thls report. Note that the figures
presented are approxioat lons -
OVERVIEW
* The proposal is for the annexation of approxlmately 77 acres, located
lL nlles rlest of Vail on the North Frontage Road.
* The requested zoniug vould pennit 40 trprinary/secondary" duplex lots
and 87 townhouse unitsl 457 of the site will remain as open space.
The projected populatlon at full build-out w111 be about 600 persona;
this represente about 3.32 of the effective population of the Gore Valley.
A maxlur:m of 75 neu students would be added to the schooL dlstrlct; the
capaeLty ls avallable to Eeet thle demand.
There vould be little negative impact on. the service abllity of the
fi-re departrnent.
Some negative lmpact will result for the Pollce Department, affecting
thelr response tlue and ability to servlce other neighborhoods.
The response
less than to
There rdll be
nelghborhoods
E (top of the
time to the most distant parcel in the eite ls
all areas east of about Timber Fa11s in Blghorn.
littIe negative visual impact frou the hi ghway or other
because of the slte characteristics; the excePtion ls Parcel
ridge) whl-ch is hlghly visible.
There s111 be minimal netr perrnanent jobs created;
of co[struction jobs wi].l be created.
about 700 person-years
Parcels BCDE
EIS
Page 3
THE PI,AI{
* The property belng reviewed lnvolves the annexation of approxinately 77
acres of meadow and hl11slde property, located about lL mil"es west of the
nal-n Vall interchange along the North Frontage Road. It ls described as
Parcels B, C, D, & E of Llonrs Ridge Filtng No. 2.
* The proposed land use is resldeutial and open space. It will lncLude 40
prltary/secondary duplex lots and 87 townhouse unite for a total- of 167
dvelliag units at ful-l buLld-out. The average density ls 5.5 d.u. /net
usabLe acre.
* The elte includes a variety of land forms ranging from meadows to extremely
steep, rocky slopes.
* b(hibtt I sumnrarizes dsta about the proposed developnent plan.
LIONIS RIDCE F]LING NO. 2
Parcels B. C. D. & E
Totel Acres
Opeo Space (acres)
Ibelling Unlts
SI'UUARY OF I.AND USE DATA
Parcels
BCDETOTAI
3.79 11.03 16.53 46.3f 77.66 acres
approx. 35 ac.
28 53 68 18 167 D.u.
DesLgn Solutlon
* The uedlum density developments (townhouses) are located near exlstlng
transportation routes and exlstl-ng mediun density projects. Thls will
mlainl-ze the disruption to existl-ng traffic patterns and provlde for more
conpatlbLe adj oinlng land uses.
* Tte priuary/secondary duplex lots are located near existing low-density
1ots.
* A few building sites have been located to take full advantage of spec-
tacular views from the area; these are located on the toP of the ridge.
Parcels BCDE
EIS
Pige 4
v_A'-=---l:
TOPOGRAPIIICAL PI,AN OF LIONS RIDGE FILING NO. 2
Parcels B, C, D, & E
Parcels BCDE
EIS
Page 5
* Ueable opeD space ls proposed to be dedicated to the Town to provlde area
for a neighborhood park.
* The negatlve impacts of vleus into the site from other areas have been
consLdered and mJnLnized through siEing.
TTTE ]UPACTS
SOCIAL IUPACTS
Population
* For purposes of proj ecting population, it has been assuued that alL of
the population resuLting from this project ls new to rhe Gore Valley.
. * Although all units are classified as "long-terrn residentlaltt units, we have
assuued that about one-third of them w'ilt be rented on a short-term basis.
* The projected population at full bull-daout and fu1l occupancy ls esti-
mated to be approximately 600 p.r.ot".I
* The present overnight popul-ation of the Gore Valley (resldents and vlsltors)
is estimated to be between 17,500 and 22,000 (depending upon the estlnated
nuuber of persons per dwelling unit).
* The full development of this site as proposed vouLd represent about 3.32
increase Ln the total overnight populatlon in the Gore Valley, if nothing
else in the area developed. At the projected ultimate popuJ-atlou of
the Valley, this proJect H"i11 only constitute about 22 of the total
PoPuJ.ation.2
* At thls t l-me, no t'employee houslng unit8" (1ong-tern rentaL) have been
lncluded, other than the smaLl unit in the prirnary/secondary duplexes.
Schools
* As estimated by the school district staff3, this project wtll generate not
more than 75 studeDts. According to JiB llathews, Buslness llanager for the
Distrlct; ttThe School Dlstrict can easily handl-e the increased denand fron
a proJect of this size."
* The followlng chart indicates enrollment and capacities for the schools
serving thls site:
Capacity EnrolLment
Red Sandstone Elementary School 500
Battle llountaln Elementarv Schoo1 430
Mlnturn ltiddle School.
Battle Uountain High School
TOTATS
430
0
230
500 342
500
1930 1002
Parcels BCDE
EIS
Page 5
Flre Protectlon
* The 77 acte slte is 4 presently located 1n a flre dlstrlc!. It ls Pre-
seDtLy served as a rrcourtesy" by the Vail Fire Protectlon Dlstrict.
* Based oo an interview with Flre Chief Gordan Swarrson,4 there is no real
problem in servLng the area. He recomended that the area should be annexed
into the Fire Protection District concurrent ririth annexatlon into the lortn.
IneLusion in the District rrould improve their fire insurance rating. If
they continue to be located outslde of a district they rrilL be a class L0
(no servlce); lf they Join West Vail Flre Distrlct, thelr class would be
ao 8; and Lt woul-d drop to 6 lf in the Fire Protection District.
'* The response t ime vould be longer than to most other areas in the conmunity 'but would not be longer than some areas in Bighorn. (See this page
for dl-scussion of "Response Time".) The Distrlct is pursuing the
construction of a substation in West Vail that could reduce the response
tlme requlred.
No additional equlprner.rt or D:lnpower would be required to serve the
proposed devel-opment, 4
Pollce Protectioo
* The developnent of the 77 acre site would increase the denand on the Val-l
Police Department. This could possibly reguire an addltional officer and
vehicle at soue point in the future. ) The actual rDanPower deterninatioo
should be based on the 1evel of service required by the developnent of
other projects in the Llonts Ridge oeighborhood after additional projects
come on 1ine.
* Parts of the 77 actes would have a long response tlme (see dlscussion at
the bottom of this page) and could negatively affqct the response time to
other areas, dependlng upon eervice requirements.-
* The l.ntersection of Buffher Creek Road and Lionrs lLidge Loop ls a dangeroue
intersectlon. It has a bad angle of entry r grade, and sight 1j.nes. At this
tlme, the Vall Police Departoent does not respond to accldent calls at that
intersectLon,
* The Lntersection of Buffher Creek Road and Chamonix Lane ls also a problem
area.S It uould not be included in the annexation at this tine.
Response Tioe for Emergency Vehicles
* The issue of response tiues for energeney vehicles to thls area is
important. Of particular concern are the nine duplex lots located on the
crest of Lionfs Ridge, Ihe distance and driving times from the.Police
Statiou to the top of the ridge (Parcel E) were compared with various Points
Parcele BCDE
EIS
Page 8
Vlsua1 Inpacts
* The bulk of the project (about 149
to have minioal vl-sual exposure to
road. Thls is possible because of
lnvo1ved.
of the 167 units) will be slted so as
traffic on the interstate or frontage
the land forms and elevdtlon changes
* The greatest visual impact would result from the development of the nine
duplex lots proposed for the crest of the Rtdge. The lots are all vislble
for both eastbound and westbound trafflc on the interstate aod fron other
areas io Val-l and West Vail The siting and design of the buildings ls
critical to their impact. They have the potential to be extremely vlsible
and t'loudtt bulldings, or unobtruslve, rrquiet"buildings ' The siting'
relationship to the s1ope, colors, etc. will be very important in rnaklng
the build lngs as subtle as possible. The lssue of design revlew and controL
ls extreuely important.
Employnent
* The development wil-l- not have a
negatlve, on emplo)rment. Only a
jobs" ri11 be created to manage
jobs provide goods and services
provi-de 1ltt1e Dultipller effect
significant impact, either positive or
mlninal number of new ttlocal service
condos, provide maid serviee, etc. (These
for econooic actlvlties in the area and
in creating other J obs. )
* Teuporary, direct constructLon euployment is estimated to be about 700
person-years of employment spread over the 5- to 15 year buiJ.d-out perlod'
Retall Sa1es
* At fu11 developnent, increased retail sales are projected to be approxlmately
$400,000 annua11y. (This is based on one-third of the units being rented
on a short-term basis. ) The follow ing exhibit Presents the estimated
retail sales by season:
Season Occupaucy Average Expenditure Number of Units Annual
Rate by Group/oay (short-tern & Expendi-
2nd hone owners) tures
l{lnter
(150 days)
Sumer
(120 days)
TOTAL
* The gales tax
be $16,000 per
$ 100
$70
lf this anount were spent
. $400,000
in the Town would
50 days
(4OZ)
18 days
(rs"t)
generate
year.
ss (332)
ss (337")
$330,000
7 0.000
Parcela BCDE
BIS
Page 9
Governmental Revenues
* The eetimated annual revnues to al.l governmentaL entitles aervlng the
propoeed ls (at compLetl-on) ts $800,000 per year.
* The one-tine revenuea (from constructLon) for all" governmental entitltee
le $558,000.
The annual revnues to the Town of Vail (excludlng sales tax revenues)
are estlmated to be about $301000 per year.
One-tlme revenues for Vail are projected to be $257,000.
The follorrlng tables sumarize the calculations, sources, and reclpl.ents of
revenues resultlng fron thls developuent:
ESTI}'TATED ASSESSED VALUATiON OF LIONSRIDGE SUBDIVISION
Type Number Est. Value Total Uarket Assessed
(G $110/sf) Value Valuatlou (222)
*
*
Townhouses'
(ave 1400 sf)
P/S Duplexes
$154,000
385,000
$13,398,000
30,800,000
$2,948,000
5,776,OOO
87
80
ave 3500 sf
TOTAI 167 $44,198,000 $9, 724 ,000
Parcele
ETS
Page 10
BCDE
REVENUE ESTI},IATES
and SEIJGTED
FOR TOI{N 0F VAIL, EAGLE COINTY, SPECTAL DTSTRTCTS,
FUMS for LIONSRIDGE SUBDMSION AND TOWNUOUSES
Entlty/ Source Basls Annually G One-tftoe
Ful1 Devel- Constructlon
opmeDt charge
TOIIN OF VAIL
1. Recreatlon Fee
2. Vail General
Property Tax
3. Construction peraits
Sub-total-: Tom of Vail-
EACLE COITlinY Property Tax
I'PPER EAGIJ VALLEY SANITATION
I. Property tax.
2. Sewer user charge
3. Connection charge
LIONSRIDGE WATER DISTRICT
l. Property tar
2. llater user charge
3. Co nection charge
VAIL FIRS PROTBCTION DISTRICT
(assr:mes annexation)
COLORADO UOIJNTAIN COLLEGE
RE5OJ SCNOOL DISTRICT
167 D.u. @ 15c/sf
for duplexes &
50c/sf vl a 752
credlt for town-
houses
3.43 ntlls
12.78 nllls
8.0 mills
$7.4|lnolDv
$800/DU
8.0 ni11s
$12.50/no/DU
$r000/DU
3.25 nil1s
5.35 nills
45.94 nl.lls
$ 3o,oo0
$ 30,000
$112, OO0
70,000
15, O00
$ 71,000
$ 25,000
$ 28,000
$ 47,000
$402,000
$ l8,o0o
(duplexes)
$105,000
( townhouses )
$ I34,000
$157,000
$
$
TOIAIS $800,000 $558, ooo
Parcele BCDE
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Page 11
PHYSICAL IilPACTS
Vege tatlon
* Vegetatlon generall.y conslsts of grasses, sagebrush, willows' evergreenst
and aspen trees.
* The developneat of the project w111 obviously significantly change vege-
tation Ln the meadows area.
* Most of the aouth faclng slopes, generally covered with aspens and natural
graaaes, will be dedicated to the Town as open space.
* The moat aensltive area in whlch the vegetatlon wilL be affected will be
the cul-de-sac rlght-of-way near the top of the ridge. In thls area'
substantial tree removal, primarily aspens w111 be required to construct
the roadway. Because of the short distance and relative narroit widtht
there wLl1 be no major envlronmental damage as a result of the constructLon
of this roadway. Because of the location on the north side, the road will
not be vislble from the Gore Valley.
Geologic
* At l-east seven englneering reports (by four independent flrns) have been
completed on the geologic hazards of all or parts of ttris site since 1972.
(Copies of the repoEts are avail-able for reviev, but are not included in
this report due to their length. They are avaiLable for review at the
office of Ronald A. Todd, Architect, Va1l.)
* The studies iDdicate that the rockfall hazard ranges from "none" toI'moderate", w.lth only a feu selected spots classified as tthlgh hazard."
The most recent report (by Woodward-Clyde Consultants) stated:
...we vould rank the rlsk of periodic rockfalls as no
worse than moderate acrogs most of the s1ope. At several
sma1l localities where large blocks aPpear to be loosely
perched imediately upslope from existing homes we judge the
risk to be high. "
* The studies agree that the moderate hazards can be nitigated against and
reduced to low hazards.
* Generally, nitigatLon can be done by manual barring with some blastlng
possLbly required. In all cases, the determination of which speclfic
rocks are potentially hazardous must be deterrnined in the fleld.
Speclflc recomnendations for rditlgatlon of hazards are presented in the
lfitigatlon sectlon at the end of this report.
* The Hearst reportl0 recomended lhe use of concrete and earthen dams
runnlng the length of the outcropplng to contain the rockfall. This
approach rras not recomended by any other engineer. In fact the concePt
was refuted by the final. report because lt was consldered irnpractleal,
Parcels BCDE
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Page 12
SolLs
excesslvely expenslve, and generally. ineffective at stopping large boulders
bounding down theslope. Thls approach is not recomended.
The developers have indi.cated that they w111 perform the recomended niti-
gation measures this surmer. Y
* Several soiJ.s englneering reports have been completed for the slte.
They consistently concluded that Ehe soils are buildable. Also, that
specLal consideration must be applied with respect to slting' earthwork
and dral-nage. 20
Construction on the crest of the ridge (Parcel E) was found to be feasible.
The residences can be founded directly on bedrock, and in sorDe caaes orl
soils overlying bedrock. The engineer recomnended that all foundatlons
for bulldings 1n Parcel E be carefully insPected by a solls engineer to
determine the flnal design parameters for the foundation.zu
Excava.tions for the foundation and grading around the foundation on Parcel E
are crirical to ensure that the work does not disturb the massive rock
outcroPs on the south s{{e of the ridge or cause excavated material to ro11
downslope to the souEh. zu
Drainage and Water Quali,ty
* A study and dralnage plan for the site for both 10 year and 100 year
events under developed conditions has been completed by Gingery & Assoeiates
of Glenwood Springs.
The englneers recotmended that a drainage plan that. will collect runoff
by means of roadsj.de ditches and culverts within the developed area, and
eLther pass it across the County road and the Roost to the lrontage Road
or along the County Road once the flows leave Lions Rldge. They recomended
that the former be implemented. (A coPy of the dralnage plan and rePort
are available at the offices of Ronald A. Todd, Architect, Vail-.)
Regarding water guallty from runoff from the site, Gingery Associates
reported the following:
Due to the 1-arge 1ot sizes and 1ow densities involved, there
wlLl be very 15.tt1e Lncrease ln runoff from the re-subdivision
and very litt1e increase in potential stream Pollution. A11
of the surface runoff frou streets and potential parking areaa
is directed into natural swales which are Presently well armored
lrith native grasses. Low flows resulting from 1lght shoverst
which typically wash Pollutants off paved surfaces, will nornally
infiltrate into these srtales ' therefore, natural- infiltration
is provided. It is our opinion that no artificial flltering system
is justifled for the subject area,lI
Parcels BCDE
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Page 13
Water
* The property is ln the Lions Ridge water District.
* The District has the capacity to serve about 900 to 1000 dwelllng units;
about 480 DU are presentLy bei.ng served and an addltlonal "couple of
hundredtt are belng added this s,rrr-"t. 12
* Jiro CoJ.lins, nurnager of the Dlstrictrs affairs, stated that, at,this time,
there should be no problen supplying water for the development. ra
Sewer
* Ihe property is in the Upper Eagle Valley Sewer District which presentl-y
has a capaclty of treating 1.1 nillion gallons of sewage per day.
FollowLng the plant expansion (to begin shortly), they will be able to
treat about 3.5 nillion gallons/day.
* AccordLng to Jim Co1lins, manager of the District, there should be no
problen serving the proposed development.
&_@]ls
* The llest Vail airshed has an esEimated 900 to 1000 fireplaces at this time.
Assrming that the dwelling units average one fireplace each (in fact ' the
average ls slightly less than one/nu), then the ultimate number of fire-
places 1s proJected to be 2,265 at ful1 development of West Vail.
* If developed ln the Town, each dwelling unit in the proposed subdivi-sion and
townhouse conplexes rrouLd be liBited to one fireplace, wlth external
combustion ait, heatilator design, and glass doors to conserve energy.
* At full build-out, the proposed developnent would constitute about 7\l
of the flreplaces in the West Vail airshed and about 2Z of the total
number of fireplaces ln the Gore Va11ey
* This project will represent about 52 of the carbon monoxlde ln the corobined
Vai1 Vlllage and West Vail airsheds and about 3Z of the nitrogen oxides
.
and hydrocarbon enissions. 15
Traffic
* The development of this 6ite will result i-n about 1000 vehlcle trips per-
day and an estimatbd 2000 vehicle-niles per day within the Gore Valley.ro
* The maximum capacity of the Frontage Road is a about 14,000 vehicles per
day. There should be no problem with the ability of the Frontage Road to
handle the trafflc generated by this project. This represents about
7"1 of th'e roadway capecity.
Parcele BCDE
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Page 14
Sone of the traffic fron the proJect w111 lncrease the uses of severalexlstlng realdentlaL roads. About 680 additlonal daily trlps rd.1l be nade
on Buffher Creek Road and 150 dal1y trlps on Lione Ridge Loop. Both
roads have the capaclty to handle the additlonal denand.
The followlng diagran indi_cates the dlstrlbution of the daily trafficat conpletlon of ihe .r"r17,
E
Lan
Cl,anen& ln,
+27 Y?p +E5a7uaD tp
tfl UFD,llo€thW Fd
TRAFFIC DISTRIBUTION AT PI,'LL DEVELOPMENT
Parcels B, C, D, & E
Lionrs Ridge Fi1lng No. 2
VPD = Vehlcles per day
Parcels BCDE
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Page 15
Transit
* The project is expected to generate abott 277 trips by bus per, day and 30
trlps dug{ng the peak hours. (Thle assumes the same 1eve1 of service as
Blghorn. ) rd
* With the exception of the proposed developnent on the top of the ridge'
development on Parcels B, C, & D can be served by an extension of the Red
Sandstoue bus route. This would require an additional 8 to'10 uinutes
ln route tine (including stops). A slngle bus during non-peak hours couLd
provlde service every 30 minutes to the Lions Ridge neighborhood; durlng
peak perlods, two buses would be required, providing 15 ninute eervlce.
This leve1 of servl-ce is consistelt lrith the demands Projected in the
5-year Transit Development Plan. ro
* The Tovn Department of Transportation staff has reviewed the project aDd
the route modificatlons necessary and agrees that the service ls feasible.
(This routing could a19q serve the Lions Ridge Employee Apartment Project
on the sa$e schedule.;19
MITIGATION MEASURES
To improve the insurance rating for the
Benerate revenues for the fire district'
ttre Val-]- Fire Protection District.
The area shouLd al-so be annexed lnto the
District to assist i.o paying for some of
that lrill- result.
residents of the area and to
the areas should be annexed into
Vail lletropolitan Recreation
the additional recreation demand
A maJor concern regarding the Project is the visual lmpacts of the nine
duplexes to be located ln Parcel E on the toP of the ridge. If these are
to be bui1t, it is critical that the design revlew controls be the respon-
stbl1lty of the Town, rather than the County. It .is posslble to design
bulldlngs that ui.l1 have miaimal negative inPacts -- and lt is equally
posslbl-e to design buildings that will have an extremely negative impact.
For this reasons, the Tonn should have jurisdiction over the development
of these 1ots, uhether that entails the acquisitlon of the ProPerty or
sinply the design review control of the buildings and thelr siting.
The rock outcroppings ohould be worked on so as to minim{ze the Possibillty
of rock fa1ls. The recomendations included in the Woodward-Clyde report
should be iuplemented on a time schedule agreeable to the Town aud the
developer prior to issui-ng bullding Perml-ts. The following engineer's
recomendations should be iuplemented:
* Scale most of the loose rocks from the outcroPs and allow them
to ro11 harmlessly down the slope until they reach a natural
restl-ng place.
Parcels BCDE
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Page 16
+ Llgh! blasting may be needed for part of thls work, but manual
barring would serve for most.
Where bulLdings have already been constructed dlrectly downslope
from large, loose rock ma6ses, the disengagement of those blocks
from the outcrops must be controlled to prevent them from ro1llng
or bounding into those structures. This could be accoropllshed
through the use of cable mesh, the use of rrdead men" or.a D-9
tractor, or by blasttng (with m"ts across the blocks).
Roek blocks that may be loosened somewhat but that mFy constltute
keys to mal-nt a lning the stability of neighboring blocks could
be pinned eLther rdith rock bolts or with a conbination of rock
boltg and lrire rope. Rock bolting has proven very effective.
A contractor skllled in rock excavation and rock blasting should
be used for the rock scaling and rock bolting. The work shoul'd
be uonitored and the bLocks to be dlslodged or bolted should be
selected by an englneering geologlst.
+ Most of the work should be done this sumer wlth a fleld check
of the outcrops and some follow-up wolk next year a1so.
SeveraL bus loading areas should be included to facilitate bus loadiog./
rnloading out of the moving lanes of traffic. Their locations should be
selected by the Transportatiou Departnent staff. This should be done even
if the Torm does not plan to extend bus service to the area for eeveraL
years.
+
+
+
Parcele BCDE
ElS
Pqge l7
1.
NOTES
The actual occupancy of dwe11lng unlts in Vail has not been accurately
deternined. The Department of Cosmunlty Developnent and the Growth
uanagement study assumed 4.4 persons/dwelllng unit. A phone survey of
550 Eagle County residents lndicated an average of. 3.2 Persons,/DU.It ls bel-ieved that the lower flgure is more representative of the per-
manent population and even of the second home owners. It should be
noted that, at best, the population projections indicate only a relative
number of people, and not the exact or annuaL occupancy leve1s.
The present population of the Gore ValJ"ey estimates are based on in-
fo:mation from the Department of Con'nunity Devel-opneft (5/L5179).
The projected populatlon ls based on a soon-to-be-publlshed report for
the water dlstrlcts by the firn of Canp Dresser & MeKee of Denver.
It should be noted that the percentage of populatlon represented by
the development of the Llons Ridge parcels is eonslstent whether the
"per duelling unit populatis j.s assr:ned to be 3.5 or 4.4. The
foll"owlng table su'rmarlzes the inforrnation in the Camp Dresser MeKee
population study. (The present nuuber of "existing unl-ts' is estimated
to be closer to 5,000 than the 1977 f igtr es presented in their report.)
SI]MI4ARY OF PROJECTED DEVELOPUENT
for the GORE VALLEY
Caup Dresser & MeKee
2.
Water Dj.strlct (a) Existing Total Ultinate
Units (b.c) Units (c,d) Popul-ation (e)
Ult. imate
Gore Valley
Bighorn
Vail
Lions Ridge
Vail VLllage West
Vail Intermountain
450
215
2748
365
615
160
1005
626
4184
964
1609
656
4422
27 54
184r0
4242
7080
2886
Totals 4553 39794
(a) Includes al-l areas served by that water district.
(b) Based on latest figures where known, otherwise based on Uay 1977 flgures.
(c) A unlt ls I residence, or 2 overnight roomsr or 2 employee housing
accomodations.(d) Based on Growth Management Sub-Co'r'-ittee Report, and coordinatlon
with Vail Planning staff, and water distrlct rePresentatives and
engineers.(e) Unit tlmes 4.4 persons per unit, with 100 Percent occuPancy.(f) Iocludes Higtrland }Ieado\rs FJ-lings I and 2.
Phone interview with Jin Mathews, Business Manager, RE50J SchooL District'
L4 May 1979,
Phone interview with Chief Gordon Swanson, Vail lire Protection Di,strict 'lt May 1979.
9044
3.
4.
Parcels BCDE
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Page 18
5. Interview wlth Police Chlef Russ ltotta, Vai.l Police Department,
L4 Vay L979.
5. Intervlew wlth Pat Dodson, Director of the Vail Recreat.loD DepartEent,
L4 May L979.
7. The construction emplo1ment estimates are based on the rule of thumb
that there are 16 full-time equivalent jobs per million dollars of sales
value of construction. Given the level of knowledge about the actual
nr:mber of unlts that !1111 be built after subdivision, the value of the
bulldings, etc., the estimated number of construction jobs created is
presented only as an extremely rough estimate.
8. Woodward-Clyde, Consultants, Denver, Coloradol May 1979. page 2.
9. Intervlew vlth Rich Tofel and Ron lodd, 15 May 1979.
10. Report by Arthur Mears,
ll, Letter from Elmer Claycomb, GLngery Associates to Terrill Knight' Department
of Planning and Engl-neering, Eagle County, 15 March 1977.
L2. Phoneinterview wlth James Co1lins, manager of the Lione Ridge Water
Distriet, 15 l,lay 1979.
13. The unpublished report prepared for the water distrj.cts by Caup Dresser
and lleKee vas used as the basis for the nunber of dwelling unlts yet to
be constructed in the West Vail airshed, Refer to the notes on popula-
tion for more lnforoation about the nr:mber and location of units antici-
Pated.
14. Interview with Dennis Murphy, Environmental Health Officer' DePartment
of Coumunity Devel,opment on 15 uay 1979. And from the lglggig-.Inveng.g1for the Gore Val-1ey, Vai1, Colorado, 1978. Department of Cornrnunl"ty
Development r paSe IV-14,
15. Auto emissions resulting from fuI1 development of this project
are based on an estimated 2000 vehicle niles per day. The unlt emission
faetors are from the Colorado Air Pollution Control Division' Conposite
Motor Vehicle Enlsslon Factors for Vail; and the Aj.r Quality Enission
Inventory, Department of Comnunity DeveloPnent ' Tovtn of Vail, Dennis
Murphy, principal researcher, 1978. The table on the following page
sumarized the data used :
Parcels BCDE
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Page 19
VEHICLE WISSION FACTORS AND CAI,CTTI.ATIONS
for Llons Ridge Subdlvlsion and Townhouses
Carbon NLt rogen Hydro
Monoxide Oxlde Carbons
G 30 nph in ninter)
Est. vehlcle miles per day at ful1
. bulld out
H.nter dally enisslons for proJect
(kg/day)
Est. uinter emissions G ful-I bul1d
out of Vail Village & I{est
Va11
162 2.4
2000 2000
93
49
3888
0.0126
7 413
2000
L2.8
434
228
3888
0.0s86
7 413
o
o
o
o
o
Present emisslons
Present dwelling unlts
Emission/d. u.
Ful1 buil-d out of d.u.'s
Future emissLons
3r72
1666
3888
0,428
7 4L3
3t72 93.4 434.4
Z increase due to project
Vl11age E West Vail)
fu11-bui1d out
in
at 5.LZ 2.62 2.92
16.
t7.
The vehicle-miles per day assunes 6 trips/day/dwe1J-ing unit with aD
average trip di.stan ce of 2 miles. This is based on phone interview with
Bob Tenney, Traffic Controls Division, Colorado Department of llighways
on 14 Uay 1979.
A number of assunptions lrere required to project the distribution of
trafflc on the existing road system. The folloiwng table indl-cates the
number of dally vehlcle trips by parcel , the assumed directional flow
of traffic from the parcel , and the resuLtlng numb er of vehlcle trlps
made on each road.
TRAFPIC FLOW ANALYSIS
Parcel D.U.'s Estimated Local Residential Streets
Daily Auto Buffher LionsRidge Frontage Road
Trips Crk Rd. Loop East West
i4 llzlt%Ili(ll
507. 84r5828
TOTAL
18
roo2 679 t54 a4
50"4
84
rcz286 3290"453318
68 408 7 07"285 30i( r22
108 ro01l 108
/Parcele BCDE
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Page 20
I8. Calculations of the translt, demand are based on data collected and
presented ln the Eagle County and Town of Vail Transit Development
P1an, 1978-83, ltay 1978, DePartment of Coumunity Developueat ' Towrr
of Vall. Ridershlp characteristics have been assumed to be consis-
teDt nith those of the Red Sandstone area. Ihe following deflnitlons
were used in the calculatLons presented below (page 94 of the TDP):
Monthly rl-dership: Passengers carried during March
Deslgn day ridershlp: l2th hlghest day of tllnter season
Peak hour ridership: Slngle busiest hour of the design
day which is 4-5 P.ro.
The factors used ln the eal-culatlons were based on historical rlder-
ship data for the Sandstone bus route,
Populatlon of the Lions Rldge Subdl-vision 600
X Ridership factor for Red Sandstone bus route X 11.28
(ave. trips/month/person)
= ProJected monthly rldershlp
X Design day factor
= Design day ridership
X Peak hour factor
= Peak hour demand
6768 per nonth
x.04I
277 per dayx .11
30 per peak hr.
19. Ueeting and slte lnspecllon w'ith Jon Eberle, Director, and Skip Gordoo'
Bus @erations llanager, Vail DePartnent of Transportation.
20. Chen and Assoclates, Inc., Consulting Eogineers ' Denver, Colorado;
Geotechulcal Study for Parcels B and E Lions Rldge Subdivlsion, Vail,
Eagl-e County, Colorado. Septenbe'r L5, L977.
Pdrcels BCDE
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Page 2l
BIBLIOGRAPI{Y
il
Chen and AssoeLates, Denver.. Inspectlon of Potentlal Rockfall Hazards,
Parcels C, D, & E. Llons Ridge Subdivlslon Flllng 2, March 9, L977.
Ibid., Prelininary Subsoll and Geologlc Investigation for Lions Ridge
Development, Vail, Colorado. ilay 15, L972
llears, Arthur, Gunnison, Colorado. Rockfall Dlitlgation on ParceLs C aad D
Llons &ldge SubdLvlslon, EagLe County, Colorado. October 1977.
Ibld., Rockfql] Hazard pq Parcel !- tf"ns nfage StUa Coun
Colorado, October I
Ihe John Ryan
Colorado.
Company, Denver.
February 1974,
Ibid. and THK Associates, Denver. EnvironmentaL lmpact Report for Glen
Lyon. Vail, Colorado. September 1977.
Translt Development Plsn fo! Eagle County end Town of Val1r DePartmeat of
Comnlml,ty Developmeut, Tor^rn of Val,l-. 1978.
Tayvel Environnental Land Co., Prel-imiaary Subdlvision Proposal for Llons
Rldge Subdlvlsioa Flllng 2. May 16, L972.
Chen and Aesociates, Inc., Consulting Englneers, Depver. Geotechnlcal Study
for Parcels B and E Llons ntdge Subdivision, Vatl, Eagl@.
I{tllard Owens Associates, Wtreatridge, Colorado.
ation Around Block C of Lious Ridse Filln
Ibid., GeoLoglc Englneerlng Study of PotentlaL Rockfall Hazards' Block C
Property. Llcins Ridge Subdivlsion, Vail, Colorado' Novermber 1978
Ifoodvard-CLyde Consultants, Denver. Englneering Geologic Consul-tations Lions
Rldge Flllng No. 2, Vall, Col-orado. May 2, 1979.
Carp Dresser McKee, Deover. Sel-ected pages of rePort to be released for
vater distrlcts in the Gore Valley. May 1979.
Parcels SGIIE
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Page 22
Rl'ch Tofel
Ronald Todd,
TdU OF VAIL
Rlchard Caplan
DLck Ryan
Russ ltotta
Gordon $rangoa
Pet DodsoEr
llark Marcue
Dennls !turphy
Keat Rose
EACIA COUNIT
Terr'.].]. t(rl.ght
RSsOJ SCH0oL DISTN,IGT
Jlo ldathews
Janea Golllas
PIIBil,IC SERVICB OF COIOIADg
Gerry Ha1l
INTERVIEWS
LLon|s RLdge Associates, Ltd.
ProJ ect Archltect/Planner
To$n llanager
Dlrector, Comunlty Developuent
Chlef, Police Department
Chief, Fire Departnent
Director, Recreatlon Depart[ent
Chlef Bulldlng OffJ.ctal
Envlronnental llealth Offlcer
Dlrector of Publlc l|orks
Dlrector, DepartEent of Plaanlng
and Bui1d1ng InepectLotr
Distrl.ct Manager
DlstrLct Uanager
Buslness Manager
I'PPER EAGLE VALLEY SAT.IITATION DISTRICT
LIONS RIDCB WATER DISIRICT
k
RICHARD D, LAMM
Governor
C.J. KUIPER
State Engineer
DIVISION OF WAIER RESOURCES
Department of Natural R esou rces
'1313 Sherman Street - Room 818
Denver, Colorado 80203
Administration (303) 892'3581
Ground Water (303) 892'3587
REcilr'--:
JUN Z 8 1!lii
June 23, 1977
Dept, 0f Plann,r,g
\Pgb tu&ty.
Mr. Michael S. Blair, Director
Eagle Department of Planning
P.0. Box 789
Eagle, Colorado 8-|631
Re: Lions Ridqe Resubdivision No. 2
Parcels C-& D
Dear Mr. Blair:
This letter is in regard to the water supply for the above referenced
subdivision which we have previously reviewed. The Lions Ridge WaterDistrjct has provided additional information concerning the availability of
water to serve the 66 units in this subdivision.
The present average demand fon the 400 existing units jn the Districtis 128,000 gallons per day (0.20 cfs). With the 66 units proposed., the
average demand would increase to 149,000 gallons per da.y (0.23 cfs).
The source of water for the District is Red Sandstone Creek. This water
is diverted under water rights owned by the Princeville Corporation. The
Prjnceville Corporation in turn sells raw water to the District in accordance
with a water supply agreernent between the two entities. The District has the
option to purchase .|,5 cfs prior to l9B8 for the needs of the Distrjct. The
water rights are presently decreed for irrigation use and no'indication has
been provided that the Princevil1e Corporation has initiated a change-in-use
proceeding in the Division Water Court; although, the land historically
imigated has been removed from irrigation due to development of the area.
Red Sandstone Creek has a small drainage area (.l4 square miles) and., conse-
quently, relatively low flows in the winter months (1 to t.5 cfs or less). As
the District's water demand grows, the adequacy of Red Sandstone Creek to supply
this demand may become questionable. The District's manager has indicated
that another source may be acquired to meet these demands.
Due to the number of units involved in this application and the tjme
'i nvolved to obtain jnformation on the District's capabilities, we have no obiections
t0 the approval of the subdivision.
lh. lrlichael S. Blair
JAD/HDs/pJl
cc: Lee Enwold' Dlv. Eng.
Princevi I 1e Corporation
Janes Collins
Enclosurc
Very truly yours,
. Jeris A. Danielson
puty State Engineer
-2-June 23, 1977
Hottever, for future subdivisions to be served by the District' we would
request that additional infonnation be provided on the proiected tirptable
oi.itre-Oitiiiii to obtaln the appropriate water rights bn Red Sandstone Creek
and Gore Creek and convert these water rights to municipal use.
nl
&. x)lu't-)la*--
O*or"* suPP r.,Y oo^ "uru*?
't',$THIS AGREEMENT made and entered into by and between EAGLE COUNTIY
DEVELOPMENT CORPORATION (herein called 'rEagle"), a Colorado ""rp$)Eiio",}rod LION'S RIDGE WATER DISTRICT (herein called the "Di,strict"), a q.l'i,ii-.-,: ,9"*
municipal corporation created under the laws of Colorado {.}' .a .-.,.
Eagte is the holder of certain water rights in the Gore Creek water "n"aj+*t
S
Colorado Water District Nurnber 3T. The District is the owner of a water
diatribution system (herei.n called the 'rwater systern") servicing certain land
inthe Gore Val.ley of Eagle County, Colorado, which land is specifically des-
cribed in the documents under which the District was originally created.
The District desires to purchase water from Eagle and Eagle desi.res
to sell water to the District.
In consideration of the mutual covenants her ein contained, the District
aod Eagle do hereby covenant and agree as follows:
I. Sale and Purchase
l.l Eagle.shall sell and deliver.to the District and the District shall purchase
from Eagle all water necessary to satisfy the water requirements of the District
for the land presently located within the boundaries of the District; provided,
bowever, that:
I.la Eagle shall not be required to furnish to the Districb more than 675
gallons of water per minute nor more than a total volume of 840,000 gallons of
water during any twenty-four hour period;
I.lb Eagle shall not be required to deliver water frorn any source other
than from its direct diversion rights located on Red Sandstone Creek tying east oi X
the land included within the District;
l. lc The District rnay at any tirne when Eagle is unable to deliver water
adeguate to meet the requirements of the District obtain s'upplemental water fror r f
other sources to satisfy the additional water requirernents of the District.
l.Z The water delivercd by Eagle to the District shall be raw untreated water.
The District shall undertake and be responsible for the treatment of the water.
Z, Measur ernent
'Z.l AII water delivered by Eagle to the District may, at Eagle's option, be
measured by a meter or rneters of standard make to be furnished, installed
-l-
rl
o
rll lcpt in rcpair by EagIc'. Such nrcLcr or nre tct s slrall bc ar.:ril:rblc !o thc
l" Diotrict for inspection at any ti'..c. In case' any qucstion ariscs as to
. ii' lbe accuracy of metcr rneasurernent, such meLer or rnctcr.s shall bc
,itcated upon the dcmancl of either party. The cost of such test shall be',, borne by the party demancling the test.
,,i ln caae of a failure of the rneter or rneters, or of an .inaccuracy of the meter
i1 or metdrs, settlement for the period of inopcration or.inaccuracy shall be.
,,1 baaed upon the average reading during the first fourteen days after the meter
.'0r meters are regtored to accuracJr.
2,2 ln the alternativc, at Eagle I s option, the volurne of water delivered by: Eagle to the District shall not be rnetered, but shall be estimated rnonthly,
. rnd the price to bc paicl by the District for watcr dclivercd by Eaglc hers-'i under shall bc calcul:rtccl ancl cleterrnirrcd on the basis of such estinr:rtc. The
cstimatcd voltrnre of rvatcr dcliverecl ancl uscd during any nronth shall. be the
. product of the averagc nurnbcr of rcsiclcntial units existing within t[e f)istrictnultiplicd oy 7' 850 gallons. For thc purposcs hercof, thc terrrr ,'resiclential
' unitt' shall bc deemed to nlean a cotrstructcd builcting or portion lhereof dcsigned
for private occupancy by at least two pereons.
3. Price and Parrnrent
..,1i
3. I The District shall payto Eagie ten cents-($0. l0) for each one thousand(1,000) gallons of raw untreated water delivered by Eagle to the District
, under this agreernent; provided, horvever, if it shall provc necessary that
the District operate the bleeders on'its water system to prevent freezing
oI its pipes, the guantity of rvater bled shalt be estimateJ by Eagle and
ino charge shall be nrade by Eagle against the District for that guantity of
wate r .
' 3.2 Eaglc shall invoice the District within fifteen days of the cn4 of each: calenclar rnontlr for the rvatcr dclivercd to the Districi in auch.'prece ccling
calendar nronth, ancl thc District shall pay cach such invoicc '*ithir-, twerriy
days after rc ndition.
4. Option.to Forchasc 'i[ater Rights
4. I Eagle-n:1"0t grants to thr District the right and option at any time during
the terrn of this agrccrnent to purchase frorn Eagle one ancl one-half (1. 5)
cubic feet of water per scconcl of tirne frorn the water rights or.vnecl by Eagle.I'The purchasc price for such watdr rights shall be Thirty-seven Thousand' Five l{undred Dollars ($3?,500. 00), and shall be of such of the water rights
, then owne.d by Eagle as shall be selected by the District,.
4.2 Eagle rnay at any time prior to the exercise of the optio^ granted to theDistrict in sectir.n 4. I of this agree,^.-cnt, recluire thc District to designate
thc one and one-half (1. 5) cubic fcct of watcr pcr occond of tirne rvhich thr:
-2-
i ".'
.l o
Diotrict desircs to be rcselved by Iiaglc for the optic)n of thc District. If
gc District fails to dcsignatc such watcr righl.s aftcr thirty clays writtcn
toticc Irom Eagle, then the engincering f i rnl of PhilIips, Cartcr, l{cister
pd Associatc6, o! ifs successor firm, shall upon thc demand of Eagle
6rke such a selection on behall of the District.
t, Tirrlt
l. I The term of this agreernent shall be {or a period of twenty years from
irt e.
l, Eorce Majeure
l. t Neithcr party shall be liablc for failure of pcrfornrancc undcr. this agrec-
nent due to labor controvcrsies, strikes, drought or othcr lack of watcr,
rccidents, acts of God, or arry circumstances bcyoncl the control of thc party
Iriling to pcrforr:r whethc r of similar or dis sirnilar nature.
?. Mis cellancous
?. I This docurnent contii.ins thc'entire agreenrent of the parties and may not
be amended or modified except by a written docunrent executed by the party
,ought to be charged with such arirtndm ent or.nrodification.
?.2 This agreement shall be executed in rnultiple
cxecuted copy shall for all purposes be deemed as
nent.
Executecl this day of
copies and each lully
the original of the agree-
,lg6g.
EAGL}I COIINI'Y
CORPOIlAlION
DIiV[:],OPMENT
:.
ATTESl:
ATTESTI
By
LION'S RIDGE WATER DISTRICT
Ry
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GrhgaryAgoabtcs, tac.
t: oh/s u L7-//v G EA/ G /,\/ FEF S
SU|TE 2O7, VlLLAGE PLAZA
GLENWOOD SPRINGS,
coLoRADO 81601
TELEPHONE 303 945-8676
HAA4E OFFIT:F
2A4O SOUTH VALLEJO SIREET
EN6 I EWOOq COTOPAOO 80 t J 0
rEt EPHONE 303 76r.4860
Mr. Terrill
Eagle County
Planning &
P.O. Box 785
This letter responds to certain questions raised in the
Department of Planning and Development t s letter of
March 4, 1977 and the Eagle County Environmental HealthOffice letter of February 18 , 1977, concerning the ref-
erenced project.
Item 2 Letter of March 4 IYII
Hydraulic information is portrayed on the Drainage PIan
and in the Drai-nage Report for both the 10 year and 100year frequency event, as required, by the SubdivisionRegulations. This is pointed out numerous times in thereport and noted. on the P1an.
Item 3 Letter of March 4 1977
A 4 inch water main j-s more than adequate to supply do-
mestic water needs of the residences along the cul-de-sac.It is, in fact, preferable to a larger main in a dead
end situation, as water will move more rapidly througha 4 inch main, thereby decreasing lhe possibility offreezing. If a fire hydrant is necessary on the cul-de-
sac, a 5 inch main would be constructed from the 8 inch
in Lions Ridge Loop to the locatj-on of the fire hydrant.
Item 7, Letter of March 4 L97 7
The historic outfall route for surface runoff from this
area of Lion's Ridge was directly to Gore Creek. This
route has been interrupted by construction of Interstate
?0 and the Buffer Creek Subdivision. Discharge from
,/' 'l?'
ASSOC/ATES
DERYL W. OINCERY
€LM€R L. CUICOMS
LARRT A. MUILER
March 15, L977
Eag1e, CO
Re:1le No. Ssp-77-17
Lions Ridge Loop
Job No. 1307.002
Knight
Department of
Development
ctvrt Er{c|l|€EirilG / tAxo suFvEYrfiG / sronl| DBAtf,AGE /stRUcTUfAr. / TBAr{sp0RTAT|0N / WATER & sA il rrA Tl0 N / c 0UPUTE R SE RV ICES
Mr. Terrill Knight
Page 2
March L5 | L977
Lions Ridge has been confined to t,he historic locationwhich is very welt defined by the site topography. Thedevelopers should not be required to construct any off-site drainage improvements since the flow exits the siteat the historic, natural location.
Please note that the discharqe from this area of tionsRidge has been consid.ered in the drainage planning for
The Roost improvements, which has been submitted sepa-rately.
Item 1, tetter of February 18, l-977
Due to the large lot sizes and low densities involved,there will be very little increase in runoff from there-subdivision and very 1itt1e increase in potential
stream pollution. A11 of the surface runoff fromstreets and potential parking areas is d.irected intonatural- swales which are presently well armored with
naLive grasses. Low flows resulting from light showers,
which typicallywash pollutants off paved surfaces, wiIInormally infiltraLe into these swales, therefore, nat-ural infiltratj-on is provided.
It is our opinion that no artificial filtering systemis justified for the subject area. It shoul-d also bepointed out that a man-made filter system woul-d representa continual maintenance responsibility for the County,with associated costs
I hope these responses adequately ansvrer the questions.
Please contact me or Mr. Dave Burnett of this office ifyou need additional information.
Very truly yours,
GINGERY ASSOCIATES, INC.{,Lxt4*
Elmer L. Claycomb , fP .8.
Manager, Glenwood Springs Office
rl
cc:\ Mr. John Perkins\Mr. BilI SmithMr. Mike CarlisleMr. Erik EdeenMr. Roger Hocking
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IruEENS
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307,?34.2126
96 S. .ZUNI
.19?4 EAST FIF ST
oENVER, COLORAOO 802?3
STREET . CASPER. \\'YOMIHG 8?601
8t657
John Pe rk Ins
S,rh inrt'
4'r(-srof
Ii.rrch ! , l],-7
l.sncctlon of Pctcnt lal Rockfal I
Hazards, P,.rc,rls C, D and E,
Llons Pldce Srl.C lr,, lsl,.:n, Fll lng 2,
\':: i | , Eae le Crr,..:nty , Cc lorarJo.
Jc,b ljo. I Lt , lC5
llor te r /f odd Parinersh ip, A. l .A.P. 0. Rox ll86Vall, Colorado
Atcent lon I f4r.
Gentlenen:
As requested, we_vlsrted the subJect slte on Harch g, r9rl. Thepurpose of the vislt r.Ja s to deterr. lne the F:tontlal of |.oil, f..., ll In par-
cals C and D f rom the source outcrop located ln parcel E. lJe prevlouslyperfcrned a prcll.ir.ary englneerlng'greology and solls Investlqatlon fortlre subdlvislon rcported under our Job ilo. 8023 dated Hay l!,lglZ,
:!e condltlgn:: --The area of concern iles on the southern sropo of Lrons
I'. ldge eas t of Duffer C ree k. Att.lched Flq. I shor;5 ths pert Inen! surfacefeaturcs'ln relatlon to the proposcd devcloprent. The south slCe of therldqe s lof)es vcry steeply dorvn to the south at about 15..-'There;re
::uer:l outcrops of sandstone bedrock at the upper elr:vatlons of the srope.The s lope .breaks tor.rerd the botton to about l5b t., iOn'J""," to the south.0n the flattcr slope,.wJthrn parcer c, there rs a densc irpun nrouu. TheuPper slope ls ccvered by a noderatell. dense qroi./th of saget,rrs5, crassand scrub brush. There are.t'o rcsldcnces constructed on loqs casi of andon the s.1ne s lope as parcel C.
c.",gt"fE*fS".!$"g: The southern slope of the rldce ls a valley-cut scarpslope. The bedrock unlts whlch dlp on the order of 30o to the north arepartlally exposed ln several outcrops on the south siope. rnn nost predom-Inant outcrops here arc thln- to thlck-beddcd s.tndstones In the area of theproposed de'elopment at the east end of parcel E end r.,,,a s s tve sanCstonestornlnq a {0" to near-vertlcal rock s lope- that extenCs along the najorltyof. the r/estern end of the rldge,
Thls nasslve sandstone outcrop, as dlscussed In our prellnlnary
:l9l::"ilng geology report, ls a source of rockfatl debrls. Dornstopeor Ene outcrop r larqe boulders are 5cattered ahoul on the oround srai"ao.
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Harch 9, 1977
rage r
The dlstance whtch these boulders have rolled dorvnhlll ls on the o.rCer of
20C to 600 feet. The nrajority of thc boultjers are errbeJced so: tei;irat in
the sol l. A ferv boulrjer! havlng a legs-l''eathered appearance and less
c:rrbecjr;cnt are pr€sent on both s'i des of Lions Ridge L6op (the rc'ad divid-
lng parcel C f ror,r D). A resldent to the east of Parcel C reported that
abou! a ,lo;err [,oulJcrs irave f allen f r.rt t.lre outcrop in tlre pas! four years'
L,:cLf all Potential I Due to tlre orlerltatlon and sprcing of jolnt5 t'rithin
tfr??,oTiii-o-"trGr6p of sandstonq and thc very sreep scarp slope south of
tlle outcrop, cr)rlditions favoraLle for rocLfall are prcsent. Sased on the
condltlons of tlte source outcrop ond the presence of rockfall deLrls on
the lo;rer pgriions of tlre slope, tre fcel tlrat iirc 1.;robabilit; of i-ockfall
ln Parcel C ls noderate. Rockfallvrillbe nrostly rolllng fron the steeper
s lopc on trr tire f la '. te r s loPe .
It is possible to mir,iriri2s Ilre pro!:ability of rockfal I rJairage. \,'e
recqnrrend the fol lowlng measures be consldcred:
( I ) P,ernove loose and detaclred b locks of rock f rorn the source outcroP and
!llc 5tecl)et [,crt ions of the s lope belt'ivi i t ' ilre 1-'q51 lratlrod f or re'
moval ls piobably hand scaling uslng pry bars. Sul,sequent scal lnq
rliay be requirecl periodically. Elastlng is not recol'lrenCcd because
of the potentlal for further disturbance.
(2)A high, very heavy-rluty chaln-llnk type fence constructed dlrectly
bcl<>rv thr: sourcc outcriit can ald in reducing the chance of sr:ra I ler'
bou lders t rave I Ing dor^rns'l ope.
(3)lf any future deve lopment ls planncd for tlre top of the rldge lt
slrould be kept wcll ar,'ay f rtxr areas that could lea.J to disturbance
of the sandstone outcrops.
The above precautlons cannot completely el Inlnate the rockfall
potential but can rcducc the probablllty of ciattagc. lf thc dcvcloPr,ent
of Parcel C and the northern lots of Parcel D is aPproved ' prospectlve
buyers sirould bc macle atvars of thc rnoderate risk of roclif al l '
lf we can L,e of f trrtlrcr scrvi p leasc call
Sincerely,
ci;Eil At,iD ASSOC IATIS , ll:C .
By _-*_ --:--=-i----.l1arA;-l: Paro'r . Lnqineering Geolog lst
HJ P/ned
Rev. Dy: R.C.ll.
Encl.
C€r
RICHARD D LAMM
GovERNoR JOHN W. ROLD
Director
i
I
COLORADO GEOLOGICAL SURVEY
DEPARTMENT OF NATURAL RESOURCES
715 STATE CENTENNIAL BUILDING -'I313 SHEEMAN STREET
DENVER. coLoRADo so2o3 pHoNE {303) 8e2-26.1 r RECEIVED
April r, 1e77 APR 5 1977
"";:li:lH:;; "
Mr. Michael S. Blair
Eagle County Planning And Development
PO Box 789
Eagle, C0 8l-631-
Dear Mr. BlaLr:RE: GEOLOGIC HAZARDS, LIONS
RTDGE SUBDIVISION, PARCELS
CANDD
Attached is a copy of a letter to the Morter,/Todd Partnership by Marcus
Pardi of Chen and Associates, Inc.
This investigation of the rockfall problem is an offshoot of my request for
additional informatlon on geologic hazards for thls slte.
It is apparent that there is a rockfall problem and the investigation by
Chen and Associates has outlined this problem.
We feel that at this time it ls a serious problem and that other long term
solutions to the problen may be available. We have suggested contacting a
consultant who has expert knor^rledge of thi-s specific type problem.
What other type of geologic soll-s investigations tha! may be necessary will
be determined by the type of structures that are proposed for each lot.
After the type of structures are determined and thelr l-ocations, then possible
slte specific information may be adequate to mitlgate all problems.
We reconnend that any land-use decisions on thi-s parceJ- be delayed unCil
the developer hag furnished this additional informatlon.
Sincerely,
L. R. Ladwig
Engineering Geologist
LRt/ds
CC; Chen and Associates, Inc
Morter/Todd Partnership
GEOLOGY
STORY oF THE PAST . . . KEY To THE FUTURE
RICHARD D. LAMM
Governor 1
JAD,/GDV:mvf
cc: L. Enewold
Land Use Comm.
DIVISION OF WATER RESOURCES
Department of Natural Resou rces
1313 Sherman Street - Room 818
Denver, Colorado 80203
Administration (303) 892-3581
Ground Water (303) 892-3587
March L4, 1977
C.J. KU IPER
State Engineer
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Mr. Michael S. Blair, Director
Eagle County Department of Planning & Development
P. O. Box 789
Eagle, CO 8I63 I
Re: Lions Ridge Resubdivision #2,
Parcels C & D, File No. Ssp-77-77
Dear Mr. Blair:
This is to acknowledge receipt of sketch plan material conceming
the above referenced subdivision. As requested. we have reviewed the data
and the following comments are presented for your consideration:
1. From the information presented, it is uncertaln as to what
water rights are owned by the Lion Ridge Water District. It
would be most helpful if the District could supply a water
resource report summarizing the water rights owned by the
District, the estimated yield of these rights for municlpal
purposes, and present as well as projected demand on the district.
2. We also have no information indicating that the irrigation rights
owned by the District have been converted to municipal use in
the Water Court for Division V.
Due to the above comments, we cannot recommend approval of Lions
Ridge Resubdivision*2, parcels C & D, at this time. We would be most
happy to revlew additional data at your request.
Very truly yours,/l/
A,/br'"u,fu-
Jeris A.
uty State
Danielson
Engineer
DERW W CITIGERY
ELMEN L. CLAYCOUB
I"ARRY A. MULLEFSUITE 207, VILLAGE PLAZA
GLENWOOD SPRINGS,
coLoRADO 81601
TELEPHONE 303 945.8676
?ElO SOU\H I/ALLTJO STPEET
E tGtE @a coroRAN 80t I 0
TELEPHOTVE 303 761 -4860
Mr. Terrill Knight
Eagle County Department ofPlanning & Development
P.O. Box 785Eagle, CO 81631
Re: File No. Ssp-77-77
Lions Ridge Loop
Job No. 1307.002
Dear Mr. Knight:
March 15, 1977
tv;^r;i j
7,
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,
L
This letter responds to certain questions raised in the
Department of Planning and Developmentrs letter of
March 4, L977 and the Eagle County Environmental HealthOffice letter of February 18 , 1977, concerning the ref-
erenced project.
Item 2 Letter of March 4 r977
Hydraulic information is portrayed on the Drainage PIan
and in the Drainage Report for both the 10 year and 100year frequency event, as required by the Subdj-vj-sionRegulations. This is pointed out numerous times in thereport and noted on the Plan.
Item 3 Letter of March 4 L977
A 4 inch water main is more than adequate to supply do-
mestic water needs of the residences along the cu1-de-sac.It is, in fact, preferable to a larger main in a dead.
end situation, as water will move more rapidly througha 4 inch main, thereby decreasing the possibility offreezing. If a fire hydrant is necessary on the cul-de-sac, a 6 inch main would be constructed from the 8 inch
in Lions Ridge Loop to the locatj-on of the fire hydrant.
Item 7, Letter of March 4, 1977
The historic outfall route for surface runoff from Lhis
area of Lion's Ridge was d.irectly to Gore Creek. Thj-s
route has'been interrupted by construction of Interstate
70 and the Buffer Creek Subdivision. Discharge from
OVII EIGIflE€NITG / IAIO $'IVEYITG / TORI ONAIIAGE / STNUCTUNAT / TRAI{SPOBTATIOTI / IYATEB A SANITATION / COMPUTER SERVICES
Mr. Terrill Knight
Page 2
March 15 | J-977
Lions Ridge has been confined t.o the historic locationwhich is very well defined by the site topography. The
developers should not be required to construct any off-site drainage improvements since the flow exits the siteat the historic, natural locat.ion.
Please note that the discharqe from this area of Lions
Ridge has been considered in the drainage planning for
The Roost improvements, which has been submitted sepa-
rately.
Item 1, Letter of February 18, 1977
Due to the large lot sizes and low densities involved,there will be very 1itt1e increase in runoff from there-subdivision and very little j-ncrease in potential
stream poJ-lution. All of the surface runoff fromslreets and potential parking areas is directed i-nto
nat,ural swales which are presently well armored with
native grasses. Low flows resulting from light showers,
which typicallywash pollutants off paved surfaces, will
normally infiltrate into these swaLes, therefore, nat-ural infiltration is provided.
It is our opinion that no artificial- filterJ-ng systemis justified for the subject area. rt should also bepointed out that a man-made filter sys|em would representa continual maintenance responsibility for the County,with associated costs.
I hope these responses adequately answer the questions.
Please contact me or Mr. Dave Burnett of this office if
you need additional information.
Very truly yours,
GTNGERY ASSOCIATES, INC..2 f u.4*t
4./ - ?r, L'
Elmer L. Claycomb, /P.E.Manager, Glenwood Springs Office
J-)
cc: Mr. John Perki-nsMr. Bill SmithMr. Mike CarlisleMr. Erik EdeenMr. Roger Hocking
-'
DTPANTI,IEHT OT TIISHI{INE J1IID DTI|EI.OPHTHT
McDonald Bldg. 550 Broadway P.O. Box 789 Eagle, Colorado 81631
17 March 1977
Mr. John Perkins
c /o Morter /Todd Partnership
P. O. Box'1186
Vail, Colorado 81657
Re: File No. Ssp-77-77 Sketch Plan
Lionsr Ridge Loop
At their regular meeting on 16 March 1977, the Eagle County Planning Commission
reviewed your sketch ptan subrhittal and determined that you may proceed to the
Preliminary Plan stage of the Subdivision process.
During the review of the sketch plan, the fot lowing items were discussed:
1. Tovvn of Vail Letter of 16 March fgn (appticant has stated that they will work
with the Town onresolving the points in
the letter) .
feet of road not adjacent to the subdivision
Creek Road).
1-4-5 and 6.
The Commission suggests that the above specific items plus al I other discussion
be taken into consideration as you proceed to the Preliminary Plan.
Susan Var.rghn
for: Terri ll Knight
SV./kp
Ag4gz",
cc: Board of County Commissioners
Planning Doptrtnrcnt/Planning Conrmission: Sutrdivision, lkrzoning, Applications :rnd Ilcvitw (303) 3284138
Iluilding Ofticial: lluilding l)crmits and Inspccl.itx, Zoning Adnrinistration {30.1) 32lt-6339
2. Possible paving of approximately 3O0
but possibly impacted by it, (Buffer
3. Landscaping
4. Review of parking and access to lots
EAOI.I COUNTT
luwtt
box lfi)
vail, colorado 81657
(303) 476-5613
Eagle County Planning Commission
Eagle County Court House
Eagle, Colorado
LIONS RIDGE LOOP
off ice of the town manager
March 16, )^977
.,'l
I I !,iYilr
' ' '"1^ 'l9./RE:
Gentlemen:
The Vail Town Council has reviewed the sketch plan for the
resubdivision of Parcels C and D of Lions Rldge Flling No. 2
and wisbes to make the following coruoents:
1) Lot numbers 2-9 and 10-16 of Block D are bunched too
closely together;
Suitable access to Lots 7-9 and 24-27 of Block D and
Lots 4,5, & 6 of Block C is questionable;
3) Some of the steeper lots such as Lots 7-9 and 24-27
of Block D and Lots 4-6 of Block C should be restricted
to single family dwelling units;
4) Lot 1 of Block D should be dedicated as public open
space due to its proximity to Buffer Creek-
Besides the aiorementioned concerns, the Vail Town Council
supports the concept of the sketch plan and would request the
inclusion of the building envelopes throughout the subdivision
process.
Sincerell',
TOIYN OF VAIL,
JAD/j ek
2)
Dobson,
Ro)
TVon, 6.ollinx & Oo., Jnr.-
LOCAL GOVERNMENT MANAGEMENT CONSULTANTS
1740 Williams S treet / Denver, Colorado 80218 / Phone t3031 399-7053
January 5, 1977
' *i"
.'.t)
Eagle County Departnentof Planning and Development
Eagle County Courthouse
Eag1e, Col-orado 81631
Re:LIONIS RIDGE WATER DISTRICT,
Service to Parcels C, D,
and E, Llon's Ridge Filing #2
Gentlemen:
The Lionts Ridge Water Dj-strict hasbeen requested toreaffirn its comnitment to serve Parcels C, D, and E of Lion's
Ridge Filing 2, proposed to contain L40 units. The Lion's
Ridge Water District intends to provide water service to this
property.
For your lnforrnation, we subnit the following additionaL
data on the status of the Lion's Ridge Watea District. As con-
cerns physical water supplies, the Lion's Ridge Water District
presently draws its water fron Red Sandstone Creek, punps andfilters it through a modern facility and stores it i.n its
250,000 ga1lon storage facility. The District has been concernedfor some time about the long-terrn physical availability of raw
water from its present water intake source. In pursuit of l-ocat-
ing solutions to this potential problem, the District is engagedwith the other Districts in the Gore Va11ey in studying alterna-tive sources of raw water intake. The District has consummated
an agreernent and an interconnection with the Vail lVater and Sani-tation District water system, providing for back-up water suppliesin the event of some emergency. This interconnection could also
serve the Vail Water and Sanitation District in the event of an
energency within their boundaries.
As concerns Water Rights and accompanying raw water supplies,
the District has a valid Option Contract with Princeville Corpo-ration for the present unit purchase and eventual acquisitionof Title to Water Rights owned by that entity. Due to sorne anbi-guities on the interpretation of that Contract, litigation isin process to solidify its interpretation. The District is con-fident of its validity and, thus, of adequate Water Rights to
serve prospective development.
:Eagle
Jan.
Page
Itle hope thistional questions,
JPC:ahcc: A11 Board Members
Thonas T. Grinshaw
Roger Hocking
Mssrs. Morter 6 Todd
data is helpful to you. If
pLease feel free to contact
Sincerely,
you have addi-
u5.
ON'S RIDGE WATER D]STRICT
Jaires P. Collins
Lyon, Collins & Co., Inc.
DISTRICT MANAGER
Cofnty.
s;-L9772:
i."
i.
i
I
I
l.
I
l.
I
I
I
RICHARD D. LAMM
GovERNoR
JOHN W. ROLD
Di rector
COLORADO GEOLOGICAL SURVEY
DEPARTMENT OF NATURAL RESOURCES
715 STATE CENTENNIAL BUILDING - 1313 SH ERI\4AN STREET
DENVER. COLORADO 80203 pHONE (303) 892-2611
March l-1, L977
Mr. Michael S. Blair
Depar t-oent of Planning Development
PO Box 789
Eag1e, Colorado 81631
Dear Mr. Blair:
R"E: Ssp-77-TTlLIONrs RIDGE LooP
We have revieve.d the proposed lot layout for Lots C and D and
have re-reviewed the preliminary soil-s and geologic report
prepared by Chen and Associates in L972.
We feeL that due to the posl,ti.on of these two lots on steeP
slopes, the cutting of a new access road, the change in
drainage r^rithin this area, surficial and bedrock consider-
ations and possible rockfa11, that a detailed final geologic
investlgation be completed for the prelirninary plan submittal.
Sincerely,
.lt
L. R. Ladwig
Eirgirr.eering Geologist
LRt/1s
cc: Land Use Comdssion
IAR i t]97r
i, ,i. u. I . ri -' r'
Eagie r.rou ll. Cllo'
GEO
SToRY OF THE PAST ,
LOGY
. . KEY TO THE FUTURE
CtrlLclHAtrIC' E,EI'AFITMENT ClF HEALTH
4210 E.11TH A,/ENUE DENVEFI AOEzO PHOf!E 3AB-8i111 EXT. 329
ANTHONY ROEBINS, M,D,.M.P.A. EXECUTIVE DIRECTOR
DATE: March 10, 1977
SUBJECT: N0N-STATE ASS ISTANCE
REV IEW AND COMMENTS
Michael S. Blair
Dept of P lann ing and Deve I opmen t
McDonald Bldg.
Eag l e, C0 81 631
NA
Ssp-77-77 , Sketch Plan - L ionrs Ridge Loop
16, t977
ls this project consistent with the goals and
obj ect ives of th is agency?
ls the re ev i dence of over'l app ing of duplica-
tion with other agenc ies ?
ls meeting des i red with appl icant?
A l5-day extens ion is requested.
PR0JECT TITLE: File No.
STATE IDENTI F lERt NA
C0MMENTS DUE BY: March
E
fl
TO:
TO:
Yes
Yes
[|
F
[i
[j
|.Yes l-l
Yes l-l
No
No
No
No
Comme n t s :
Ron S ims ick,
ATTACHMENT B
Name,
S0C-3, Feb 77
P rog ram Admin i strator
Box 386 Eagle, Colorado 81631
1',n T -.' ., 'i- .1 r' .. . ...-. -| |
'' t 'e.i :t- .,. r C..,.-,;_ I,- r]-. ... .. . . .: .
;3n,i ?i;Q
,.t^..r - '.^-t^--.:. 11 ('.j
-'.)
1).. n., i'l ar.'.-ii1"-^
!191i.,i 1.1{',
o
w gtril, fi.allins & 6o.,
o
&lnr.
I,OCAL GOVERNMENT
I74O Wi iams Street / Denuer.
Ridge Water District reaffirns its statenents
January 5, L977 concerning service to this
any further questions please feel free to
RECEIVED
MAR t r 1977
L,.-i. Li ' ilDiiii:l & ,evgl.
E gle Coutrty, Colo.
LIONIS RIDGE WATER DISTRICTFile #SSP-77-7 7, Sketch Plan-Lionrs Ridge Loop
k
MANAGEMENT CONSULTANTS
Colomdo 80218 / Phone [303] 399-7053
March 9, L977
Mr. Michael- S. Bl-air,
Dgpt. of Planning and
Eagle County
Box 789
Eag1e, CO 81651
Dear Michael-:
The Liontsin our letter ofproperty.
If you havecontact us.
Dir.
Developnent
Re:
Sincerely,
LIONIS RIDGE TATER DISTRICT
JPe: ahcc: Ed Drager
Thomas Grirnshaw
Mike CarLisle
Morter/Todd Partnership
i. \,i,i,
1'() ij111 -l '-
\lirtlllt'rr. ( ,lqr1;;,i , :. 11 1'
March 9, 7977
[-'-:- '-:'' l':n
li,aii I I 1977
i.i,il,t. r,, I i"itL!r,iJ d i,cvel.
Eogl€ Co{oty. colo'Mr. Michael S. Blair,Dept. of Planning andEagle County
Box 789
Eag1e, CO 81631
Re:File #SSP-77-77,
Sketch Plan - Lion's
Ridge Loop
Dear Michael:
The Upper Eagl-e Val1ey Sanitation District has adequatecapacity to provide sewerage treatment service to the abovereferenced proposed developnent.
As you are aware, the Upper Eagle Valley Sanitation Dis-trict now has excess capacity to provide sewerage tTeatment tosubstantial additional developnents. In addition, we expectto begin wi-thin a few rnonths actual design of expanded seweragetreatment capacity so as to maintain our ability to treat andour high quality of effluent.
The devel-oper understands that it is necessary that he
comply with the Rules and Regulations of the Upper Eagle Va11eySanitation District concerning the construction of new sewer
rnains in the vicinity and the payment of tap fees prior to ser-vice. Upon his compliance, the District will provide service,
If you have any further questions please feel free to
contact us.
Sincerelv.
',',//'.
..t--:i
Jarnes P. Collins
t' District Manager//
JPC: ahcc: John V. Amato
Thomas T. Grinshaw
Morter/Todd Partnership
Director
Development
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EAEIE COUNTY
o
ETABTTfiENT
lllcDonald Ill<Ig.
4
!
o
I{$AND DElITI.OPftITNTO! II.AI{ilI
550 llroadway
March 1977
P.O. llox 789 Eagle, Colorado 81631
Mr. John Perkins
c/o Morter /-foAd Partnership
P. O.'Box 1186
Vail, Colorado 81657
Re: File No. Ssp-77-77 Lionrs Ridge Loop
The Technical Review Committee for Eagle County (a group of technical advisers from
various publ ic agencies) reviewed your application on 3 March 1977 and offered the
fol lowing comments and recommendations to you and the Planning Commission for
consideration of approval and use of the property:
1. Building areas should be designated on the preliminary plan.
2. Hydrologic information submitted should be verif ied to determine whether it is based
on 1O0 year or 10 year information.
3. The statement in the cover letter concerning the 4rr water main should be approved
by thewater and fire districts, or a larger line should be instal led.
4. The subject of potential rock fal ls should be addressed by ageologist.
5. The lots in Parcel C should be renumbered to recognize the existing lots southeasterly
of that parcel.
6. Because lots 415 and 6 of Parcel C have severe parking and access limitations, aplan
showing parking and access for these lots should bre developed prior to prel iminary
plan stage to prove that they are feasible lots.
7. Provisions should be made for the movement of surface water from the subdivision
to Buffehr Creek.
8. The road leading to the site should be brought up to county standards by developer.
9. Project should be delayed until the detailed water/sewage treatment report being
prepared jointly by the Gore Valley water and sewer districts is available.
This recommendation will be forwarded to the County Planning Department and Pl.anning
Commission for consideration at their meeting on '16 March 1977.,/ 07 ./@,za-."- Va"26,"_
Susan Vaughn
for: Terrill Knight
sV,/kp
cc: Board of County Commissioners
encl . Letters from the File
I'hnning l)elrartmcnt,/ltlantring (irnrmission: Subdivision, Rezoning, Applications and Ilcview (303) 32E-6338
tsuilding Officitlr Iluilding l'crrnits rnd Insper.tion, Zoning Adrninistration (303) 328-63J9
One Park Cenhal
P. O. Box 840 - l5l5 Aropohoe Streel
Denver Colorodo 8O2Ol (3O3) 534-t261
t&rctr 2, L977
Eagle County PLaaning Depsr tment
P. O. Box 635
Eagle, CO 81631
Re: Preli.minary Plot llqnq
Llou Ridge loop
Gent lernen :
We have exuined the above caPtioned plot plan and find that' €t
this time, Weatern has no facilitles on the land to be plotted.
Please note that lte are a gas ttanemission utillty and our approrra 1
does not refLect our abillty to serve subject subdivision.
Rr,-^---lvED
Mi,il ,i 1g/7
!egt. r,; i r;; ;g * 'evolar
l.agle CountY, Colo'
Very trul"y yours ,
,' ),,1 , ,/ ,,i . " , 1' /-,g-
Danie1 L. Tekavec
Right-Of-way Agent
DLT/pp
DATE:
TO:
$ROt{:
SUBJ:
EAGLE COUNTY ENVIRONMENTAL HEAITH
P.O. Box 61 1 r Eogle, Colorodo 81631 o 326-7718
February 18, 1977
Michael S. 81air, Director
Erik If . Edeen, R.P.S.
File No. Ssp'77'77, Sketcir Plan - Llons ritrge Loop
Morter,/Todd PartnershipP. O. Box 1186Yall, Colorado 3165?
t.
2.
COMMEMS:
Storm drainage system including stolm draioage fi"ltering system
sbould be provided f or this project to pr:eve;rt strea'n degradation
from street and parking lot runoff.
Project sbould develop conculrently with 20i expausion of the
Upper Eagle Valley Sewage Treatme,rt Facilities at Avrrn.
If you have any questions, please advise tlris office.
Sincerely, /fu'zrQ/etuErik W. Edeen, R.P. S.
EnvironmentaL Health
EWE: sam
RECEIVED
FEB 2 5 1977
0!pl, 0t P.iannr;rE ,r , ,,,,r
Ettb county, .t.,,a.
Fq.'" , ,r.r:a*#
&-^r^ .'- ."* * .o{o
L .i .*' a.+
L-v.s
--b I ,
**U
tNc,
I3OI GRAND.AVE., GTENWOOD SPRINGS, COTORADO 8I6OI
February 25, 1977
Department of Planning & Development
Eagle County
P.0. Box 789
Eagle, Colorado 81 631
REF: Ssp-77-77 Parcels C & D,
Lions Ridge Subdjvision, Filing No. 2
.r -:l\ lit
i : ,,, i,i
L.. .. ,...
'.., fu:l ll t,,'rurltY, i. "li;"
Gen tl emen :
The sketch plan of the proposed re-subdivision of Parcels C, D & E, Lions Ridge
Subdiv'ision, Filing No. 2, show none of the easements for Holy Cross Electric's
overhead #2 feeder line across these parcels. These easements are of pubiic
record in the Eagie County Courthouse.
Also, since the Solar Crest area is being re-subdivided jn this sketch plan,
easements for our underground facilities serving this condominium must be shown
on the final plat. Holy Cross Electric will meet with the re-subdivision surveyors
and locate our underground l'ines for them so that easements may be described and
shown.
When the necessary contractual agreements are finalized and Holy Cross Electric
provides electric service to the new lots of the re-subdivision, utility easementswill be required on all lot lines. If underground electrjc service is to be provided
to the new lots, these easements must be 7-1 /2 feet on both sides of the interiorlot lines, and fjfteen (.|5) feet on the inside of exterior iot iines. If electric
service to the new lots is to be prov'i ded overhead, these easements must be at
least ten (.l0) feet on both sides of interior lot lines, and twenty (20) feet on
the inside of exterior lot lines.
Si ncerel y,
HOLY CROSS ELECTRIC ASSOCIATION, iNC.
WDD/ Kcc: File:Solar Crestcc: F'i 1e: L ions Ri dgecc: File:Eag1 e P&Z
Subd.
Subd.
l
Doiman, Engineer
Baltle Mountaln Jr. - sr. Htgh school
Mlntum, Colot'do
Mlnturn El.montary
Mintum, Coto/€.do
Hed Clltl El.m€nlary
Rcd Cllfl, @lolcldo
Meadow Morntrln El6m6ntary
Mlntum, @lor'do
EaOlo Vallsy Jr. - Sr. HlOh School
dwrum,@lot',do
Eaole V.lloy ElEmsntary
E gl., @tot'do
oooy ElEm6ntary
Mc@y,@lo|s,do
- krle-b(stz
EAGLE COAI{'TY SCflOOL DISTRICT RE 5OT
3264321
Eegle, Colorado 81631
Oltica ot the Superintendent
February 22, 1917
TO: flIE TAGLS CqtN11r PIANNTNG COMI{ISSION
RB: 55 2 a7- 77
Gentlemen:
with regard to the referenced proposed develoPnent. it
is the posltion of the Eoard of Educatlon of Eagle County
School Dlstrict Re- sOaI that no developments having an
impaet upon ttre school system be approved unless such
inpact has been asaessed and approprlate Provisions have
been made for site dedications or in lieu palments as
provided in ttre subilivisLon regrulations.
Please place our RePresentative on ttre agenda at the
hearing so that we nay advise you of ethat w€ consider to
be the School Districtts need cauged by the proposed
develoSnent.
,- -l,JLD
FLB z i 1977
t'r r ii "1"3 h rjiiei'
Eagle countl/' Colo'
EIIIE COUNTT
DTTATTNEilT OT TTAIININE AI{! DEITI,OITTTT
McDonald Bldg. 550 Broadway P.O. Box 789 Easle' Colorado 81631
1? February 1977
Re: File No. Ssp-77-77, Sketch Plan - Lionrs Ridge Loop
Applicant: Morter/Todd Partnership
P.O. Box 1186
Vail , Colorado 81657
Enclosed herewith is a copy of an application and plan submitted to the Eagle County
Planning Commission for review and recommendation at their regular meeting on
16 March 1977.
In accordance with C.R.S. 106-2-9, 106-2-33 and 106-2-34, 1963, as amended and
Eagle County Subdivision Regulations, Sections 3.05 and 3.0?, as amended effective
1 August 1976, you are required to receive the plan, and you have 24 days from date
mailed within which to respond or the plan will be deemed to have been approved by
your agency.
The Planning Commission would sincerely appreciate your comments and
reeommendations a few days prior to the meeting date. If you desire additional
information or time, please advise this office, in writing.
Thank you very much,
%/"J/,a2"-Michael S. Blair
Director,
Department of Planning and Development
MSB/ge
enc.
Planning Department/Planning Commission: Subdivision, Rezoning, Applications and Review (303) :12843:t8
Building Official: Building Permits and Inspection, Zoning Administration (303) 32E{339
TRANSMITTAT
LETTER.
AIA DOCUMENT C81O
rTerrell Knight
II9-ET;, -tion's R'idse Loop HLCIIVED ARcHrrEcrs 1c,o(name, address) PROIECT NO: t oJ(.
TO:
77lgil
,, -,1, a,
'0.
' "
Eagle County P1 anning Commission
Box 179
Eag1e, Col orado 8.l631
AfiN:
L
WE TRANSMIT:
( ;1) herewith
( ) in accordance with your request
FOR YOUR:
FEB
Dept. l.
Eag j,r
( ) under separate cover via
DArE: February 14 ' 1977
lf enclosures are not as noted, please
inform us immediately.
lf checked below, please:
( ) Acknowledge receipt ofenclosures.
( ) Return enclosures to us.J
) approval
) review & comment
)use
( X) distribution to parties
( ) record
( ) information
()
THE FOLLOWING:
Drawings
Specifications
Change Order
Drawing Prints
Drawing Reproducibles
Samples
Product Literatu re
()
()
( ) Shop
( ) Shop
'v
coPrEs DATE REV. NO.DESCRIPTION ACTION
CODE
??2 -1 0.-77 innrc Ridno I nnn Skplch P'lan
ACTION A. Action indicated on item transmitted
COOE B. No action required
C. For signature and return to this o{fice
REMARKS If you have any queslions, please do
D, For
E. See
not
si8nature and forwarding as noled
REMAR.KS below
hesti tate to cal I .
REMARKS
coPrEs
AIA DOCUMENT G81O .
THE AMERICAN INSTITUTE
(with enclosures)
tr
trn
D!John M. Perkins
THE MORTER/TODD PARTNERSHIP, AIA
TRANSMITTAL TETTER . APRIL 1970 EDITION ' AIA6 ' COPYRICHT O 1970
OF ARCHITECTS, 1785 MASSACHUSETTS AVENUE, N.W., WASHINCTON. D,C.20036 ONE PAGE
THE MORTER/TODD PARTNERSHIP, AIA
R':..-l\/[D
February 14,
The Board of
Eagle County,
c/o Departnent
P.0. Box 179
Eagl e, Co] orado
Re: Resubdivision of Parcels C, and D of Lion's Ridge Subdivision, Filing 2.
Dear Sirs:
In pursuance of paragraph 4.01 .02 of
our firm submits the attached Sketch
request for Sketch PlLan Review.
a.) There would be no change in the name of the subdivision. The sub-ject parcels (C and D) would be resubdivided into single family and
duplex lots varying in size from.34 acres to 2..| acres. All lots
wou'l d remai:n a part of the Ljon's Ridge Subdivision, Filing 2.
b.) Domestic water would be supplied by the Lion's Ridge District.
l,later would be distributed by extending the existinq 8" main, in
Lion's Ridge Loop Road, west to service lots fronting on Lion's
Ridge Loop Road.
AIso, a new 4" main would run east and west the length of the pro-
posed cui-de-sac servicing proposed 'l ots fronting on the cul-de-sac.
Please note the attached letter from Lyon, Collins and Co., Inc.
addressed to water availability for this project.
c.) Sewage disposal would be prov'ided by the Upper Eagle Valley Sani-
tation District. Sewage would be djstributed into existing 8" mains
runn'ing through parcel "0". New sewage mains are anticipated in
both the right-of-ways of the Lion's Ridge and the proposed cul-de-sac. AII sewage would eventually be collected into an existing 10"
main jn the North Frontage Road right-of-way.
If our firm may be of any further assistance involving the explanation of this
Sketch Plan, or in answering any questions perta'ining to this project, p'l ease
do not hesitate to call.
a,
Ronald A. Todd
THE MORTER/TODD PARTNERSHIP, AIA
Representing Lion's R'idge Venture
vArL, coLoRADO 81657 476-5105
1s77 FEBl7i371
Dept. 0f Planntng & tcvul.
County Conrni ss i oneFgle countv' colo"
Col oradoof Plann'ing and Development
the Eagle County Subdivision Regu'lations,
Plan with this letter servinq as formal
CROSSROADS AT VAIL BOX 1186
rHE MoRrr*froo ,,
Sketch Plan Information
VNERSHIP, AIA
As.requested in Section 4.0.| , Sketch P'lan Requirements, the Eagle County
Subdivision Regu'lations, we submit \he following information:
a.) The proposed resubdivision\ of parce'l s C, and D, of Lion's Ridge
Subdivision, Filing 2, invdlves the creation of 33 duplex or singlefamily 1ots. Six lots on p\rcel "C" ranging in size from L6
acres to 2.1 acres. Twenty{seven single family or duplex lots onparcel "D" ranging in size f\om.34 acres to.92 acres.
b.) It is the developers intent tb provide a well subdivided area for
the development of luxury duplex and sing'l e fam'i 1y homes, resultingin a Lion's Ridge mountain neighborhood. Density for the tota'l
27.5 acres is 2.4 units to the acre. Density for the net develop-
able land (16.5 acres) is +.0 units to the acre.
c.) The preliminary sub-soi1 and geolog'ic investigation, dated 15, May,
1972, is addressed to a previous proposed development. The current
proposed development is as stated'in a.) and b.) above.
The following sections of that original report should remain valid
to the new proposed land use:
Site Conditions
Vegetation
Geol ogy
Subsoil Conditions
Foundation Types
S'ite Grading
Additional Investiqations
d.) The attached letter from Lyon, Collins & Co., Inc. dated January 5,
1977, is addressed to water service for 140 units. The proposed
development as mentioned in a.) and b.) would result in a maximum
number of 66 units.
e.) The Town of Vail, with the help of Sue Smith, of the Colorado State
Division of t,lildlife, is preparing wildlife information maps. Un-
fortunately, these reports are not fina'l at this time. Sue Smith
has indicated that deer wintering is thjs area have moved out due to
the increased development in the upper Eagle Valley. She further in-
dicated that the proposed development would have negli9ib1e impact
on the limited wildlife in the area.
f.) It is genera'l ly felt that the wildlife, minerals, and radiation are
elements that will have no impact on the future development of the
subject parcel s.
cRossfi3ADS A'i vAlL i:;oX i'lE vAtL, ccLoRADO E1657 ,176-5105
5otl & r0u$,roATr0N
E;'l Gli{EEnltlG
2600 IVEST 2nd AVINUE, SUITE 7
1924 EAST FIRST o
eSSCCltr:eS,
LTING EN:GII"JE=RS
o DENVER, COTORADO AO?19
CASPER, VJYOA4ING 826C'I
303/9351397
307/234-2't26
che?
CONS
i,Qe;i"J
(U
PR,EL II'1 INARY SUSSO iL Ai'iD
c:010c !c ii!vEsT icAT t0N
L ION;5 R iDGE DEVELOPMEIJT
vA.t L, coLoRAt0
RECIIVED
(FrB 1 7 1977
O8PL 0l Plarinine & De'/eL
FEgl€
,
Courty" Cola
Prepa red for:
Lionf s Ridge Ventui'e
clo Hr. Cab Chi ldrcss
22! Enrcrson Street
Denver, Co loracio 8021E
iob 1,|o.6023 :'.a'; i j. lJlZ
TABLE OF CONTENTS
coNcLUs | oNs
SCOPE
PROPOSED DEVELOP$ENT
S lTE COND ITIONS
VEGETAT i ON
GEOLOGY
suesotL coNDtTt0Ns
FOUNDATION TYPES
OAH S ITE
S ITE GRAO lNG
AOD IT IONAL INVEST Ic'AT ION
. FIG. I - LOCATION OF TEST PITS
(\ FIG. 2 - LOGS OF EXPLORATORY TEST PITS
FtG. 3 - SI/ELL-C0NSOLtDATtoi$ TEST RESULTS
. -'AgLE I - SU}i.I,iARY OF LABORATORY TEST RESULTS
I
t
I
I
z-
il
c0Nctu5 l0Ns
. The area is suitable for the proposed deveiopneni. ito.
najor geologic pro.blents v,,ere observed. The subsoi I
conditions are.quite varied but are generai'i y suitablefor spread footing type foundations.
SCOPE
This report presenis the results of a preliminary subsoil and Eeologic
investigation for t70 acres west oi- Vail, Coloi'acio yrhich are proposeC for
cievelopnent as the Lionr s Ridge Venture. The report pi-eseiiis ih.e general '
subsoil condiiions, most feasible foundation ".1,,pes, rarge of soi i pressui'es,
geologic conditions and hezards, and other information foi- use ln prei ininai-y
planning.
PROPOS ED O E'.'T LOPI.IE I.JT
I
unders tand that the area r.l i I i nio severai oa:-cels r-rh i
ncide r.ri ih tne t 'aphy ar':d
I be ci iv i deci
pa rcel s coi
(
rvil I be dcveleqed separately. Thesc
the development is i sed only on the flatter portions i..':e of
devel oprient wi I I cons i s i. o th lorv dens i ty and rrcffl, ce::s i :'7 cc:',doni n i um
type units. The low density areas
higher density areas are proporJd
p ropo in the valley eiea end the
f or-6e ber:ch o:r tl-.e souir. ooi'tiori
the property. Some builciings to l2 stories hig be ccns i cered i n
area. Roads wil I be r .red for'access to the various po s of the
crbted
of
this
i ta
A low dan ex is ts at
It is proposec
the \^res t end of
to increase'this
Lhe va I ley and
pond to 2 to 3 i ts pres
S ITE
be en
COND.IT iONS
At the t inne of our
made part Hay into
investigation,
the souih port
the s ite
ion of the
was vacan t.
properiy e;i
Ore roaci had
ihe rerna i nde r
O -z-
of the access roads were being surveyed.f'I\' The site cdn be charadierized by its topography. The south Portion
consists of a relative.ly flat terrace. Thc around surface 'uhen rises
abruptly io the pronrinent Lionts Ridge, a narrow ridge running east and west
throughout the pioperty- North of the ridge is a valley- There is no stream
f lowing in ihis vailey ai the Present time. This vailey joins Buifer Creek,
a f low.ing stream, on the r.rest, Northvrai'ci ; i'or the vei lelr tie gi-ounc surfate
rises on a S'reep SlOpe io a high ridge be yoi'ld ir,e noi-:l) oi-o.leri'; bounCary.
VEG=TAT iON
vegetaiion on the site cons ists of srass, sage brush, l.ri lIorv, evergreen
and aspen trees. ln ger:ei-al, alu.f lat poriion is covered t;.tn sage brush anci
' the sout6 facing slopes ai-e sparsely vegeiated vriti-, brusi: anC qi-ass- The
t
north facin.g slope of Lionts Ridge is heavily tirirSereci rvit;r eveigreens'
lsolated clumps of aspen and r^ril I oi.l trees occur in the meado\t ai-eas oi' the
o
val I ey
u
GEO LOGY
Thetopograpiryofii.,esiteiscontrclledcloseiybytheunderIyingbedrock
geology. Lionrs Ridge is a scarp and dip siope i-o;'iied by a sandstone formation
which is tentatively identified as a mentber of the l{aroon Fornation' Th:
becirock dips about tio degrees torvard the nortlr and the noi'ih SloPe of ti:e
ridge is formed on its dip s'l ope. The north siCe oi the valley is a scarp slope
oi similarly dipping beds. This.valley as v.re1i as the nai;-, Goi-e creel< valiey
. llas been glaciated. goir' val leys show a rnarked rturr shape anci many glacial
e i'ra c ics.
The area south of Lionrs Ridge is a tei'race formed f ro::r giaciai Ceposits-
Tl-.is rerrace has been eroded since deposition anci several s aiI swaies occur
in it. North of this valley is the steep oi- scarp siope of Lionrs Ridge.
Large bloclcs of sandstone rave fallen from ihe exposed outcrops of thi
ridge. This ridge rises to 81454 feet, appi'oximaiely 450 feet above the
averaEe terrace'level. The top of the ridge has both becj:-ock outcrops and
unconsol idaced glacial deposits. The north slope oi Lionts Rldge is essentially
a dip slope vrith a shal lor.r cover i:rg oi' either coi iuviun or glacial deposits.
The valley north of Lionts RiCge contains ciepos irs de;-iveC fro:i glaciai
action and bedrock is no: exposed. iiol'ih o; ti.e vaI lcy isoiaied snai i out-
crops oi bedr'ock occur bui in general i:le siecp siope is co've i'cd vrith
col iuviunr. Elevation of li:e val ley ranges fi'oir 6, 190 to 6t352. The g:-ounci
surface to ihe north rises. io app;oximaiely 8r8i0 feet on i,^,e nortii property
l ine,
The becrock exposed o:'; Lionrs Ridge consists oi 'iirin io niassive bedc.icci
f ine to mediun grained se;'ldsione wi ih soile beds of cong loile;"are. The nrass ive
poi.tions of the bedrock are pronrinent c'l iff r,akers and are shorvn oi'l the attached
f igure, The bedrock is jointed in oae io ir':o inajpi- ciii'cctic;ts. u;hich have
created loose blocks near il':e outcroP a:-eas. l''iea r lhe iop of the i'icise, sor'ne
thin beds of limestone occur.
The glacial deposits in ti:is area consist of a fer'r large ei-i'atic gi'anite
and conglonlci'ate boulders bui f or ij'ie mos t par'L cons ist of deoosits of i'ine
to coarse grained soils r.r i ih abundani clay ma^urix. T;-rese soi ls vary f ron
cl ays to cla'7ey gravel .
Sti'uctural ly, there may be a faul t rvhi ch
oF Lionts Ridge. This'fault is probably assoc
building of the Rocky liou;ltains- Seismically,
r.te do not bel ieve the fault is signiiicant to
runs through the vallcY north
iaieci uJi tlr tr.e genei'a1 mounta i n
this is noi an active area ani
ihe proposeci develoPnent.
-4-
No lnajor geologic hazai'ds were observed. In Eenei-al, iie siopes apaeer
to be quite stable and no areas of subsidence nor iiistabil iiy :.:::e observed.
ihe main hazard we observed and which is of I ir,rited exteni, is :le rcck fall
ihat occurs f ronr the rocl< outcrops . In the area of t'ne h; gh c.-is i ty devel op-
nent, sevcral. large blocks vrere noted in.tl.ro areas and are ii,ci:=:eci as
possible rock falI areas oi the aitached figure. For :ie nosi pa;'t :tese'
large rocks were embeddeC into rhe soi I and appe ai' not io be oi rcce.-.. origiil .
One snnal ler area on the north side of the val le;r slso appears :c :e an oid
rotk fal l a;ea but similarly the detactred rocks are pei-iially 5u:-iec. liu
bel ieve rock fal I in the 6re6 can be easily co;trol led bv a s)/s:3iir o;- obsei'va-
tion and scaling rvhen poteitially unstable roc!<s a:-e iou:.'-:.
SUBSOIL CONDITIONS
The subsoil conditions rvere investigated by observing ;'oac curs anci
digging l0 test pi ts in -Lhe area proposed for cieve,) opr:ren: - lhe suisciis ei-q,
. quite varr'ed and consist in gcneral of a topsoi | !ayer of organ;c saicy cieys
c_1o clayey sands overlying nediunr stiff sandy clay with gravei to ioo:e io.
. meoium dense clayey to gravel l), sands, Tr,lo. unci isturbed sar;ples iakei f ror'n
ihe test pits indicate the soil does not possess a sr^rel I poi,eriial but wi I I
settle moderately under loaci ing.
. l.io f ree' water was .encountered in any of the tes t p i is bu-. sone of the
. upper soi Is rrrere very moist arid there may be f ree watei- in the iieado,.r areas
during certain times of the year..
FO UI|DAT I OI'i TYPES
In geneial, the mos.t suitable type foundation ior I ighi struciures r'ril !
be' spi'cad footings placed on the clays and sand belor.r the uppei' :opsoil.
I
. Maximum soil pressures will range from about ir000 to 4rccc psf. For'
I\'
heavier 5tructu!-cs, spread footings placeci on the loutei' ncre grenular soils
wi I I be feasible. I'lo re detai led invest igat ions vril I be required to Provide
. specific design criteria for^ iiese struciures.
DAl,i s tTe
Tlle exisiirrg ciam I ies in a co:rsiricteci area oi i:e veiiey ui'rere it joins
Buffcr Creet<. This coristriction is for;:c bv be<jroci ci ri3 south anci a'
I aieral nroraine on the noi'th. lt acpears feas ible -.o iirCr-3rSe 'che size of
the dan ancl pond, Additional study is neeCeci io proviCe cie::ils'
SITE.GRACII'IG
. r,,Je assuine that some s ite Erading r^r i I I bc requ i:-ed boti'' :o piepare bui I ding
( s i ies and ioi- road cuts. ly'e reconrend that a l I culs bc l<er: io ;;iin ii;tum depth,
\
on the order of l0 to l5 feei- cut slopes inio the unconsoiidated soils should
be no sreeper than ll-:1. .StouEning of the steepe-i' existins cui5 rvi ll occur.
cut slopes into the l-,ard bedrock may be sieepcr, up to vei-::cal. iiovrever,
J
sorieroc|<fallcanbeexpected.|ngenera,|,rockcutscanbestecperonihe
souihfacingsloPesbecauseoithedipoftherocl<.Thecuionthevlestendof
the site will probably be in unconsolidated glacial soils ro;- ihe iirost Part'
Fill slopes shbuld be no steeper than l{-:1. steeper slcpes naY [t possibie
but ihey will be subject io ravelling and vegeiation will be very ciifficult
. to become i-e-establ ished., Adequate provision si'lorjlC be mace for surface orainage
and through the road emcankneni-
. tf deeP cuts or fills appear necessarT, they should be studied on an
indiv idua I bas i s.
(
-5-o
IroD IT lOt'lAL I NVEST IGAT l0N
We bel ieve the preseei investigation vJas in sufficieni de!E:l to
provide general. informat!on for planning and prel iminary ciesig;':s. !!e
suggest that further invesiigation be accofiplished to provide specific
design cri teria.
lf ti:ere are any questions or
please let us know.
(
if we can provide aciCi:ionei i :-. io rr.ra t i qn,
CHEN At{o ASSoC IATES, !t(C.
7,1
RCH/aob
Reviewed By
Fu Hua Chenr.P. E.
dil,-."*-,f
iesworti,// ? - 1.'v
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Tdon, CIullins & 6o.,pFr.
LOCAL GOVERNMENT MANAGEMENT CONSULTt7-Doo
Willizms Steet / Dentnr, Colorado 80218 / phone [B0Bl iRECFI'
FEB I 7 1i/7
Dspl. 0f Plan;ting & Devel,
\&gln oosnty. coto.
Eagle County Departmentof Planning and Development
Eagle County Courthouse
Eag1e, Colorado 81631
CONSULTANTS
Phone [303]399-7053
January 5, 1977
\" r',
Re: LION'S RIDGE WATER DISTRICT,
Service to Parcels C, D,
and E, Lion's Ridge Filing #2
Gentlenen:
The Lion's Ridge Water District has been requested toreaffirn its conrnitrnent to serve Parcel-s C, D, and E of Lionts
Ridge Filing 2, proposed to contain 140 units. The Lion's
Ridge Water District intends to provide water service to this
property.
For your infornation, we submit the following additional
data on the status of the Lionrs Ridge Water District. As con-
cerns physical water supplies, the Lion's Ridge Water District
presently draws its water fron Red Sandstone Creek, pumps andfilters it through a rnodern facility and stores it in its
250,000 gallon storage facility. The District has been concernedfor some tine about the long-tern physical availability of raw
water fron its present water intake source. In pursuit of locat5ing solutions to this potential problem, the District is engagedwith the other Districts in the Gore Valley in studying alterna-tive sources of raw water intake. The District has consurunated
an agreement and an interconnection with the Vail l\rater and Sani-tation District water system, providing for back-up r,rater suppliesin the event of some emergency. This interconnection could also
serve the Vail Water and Sanitation District in the event of an
emergency within their boundaries.
As concerns Water Rights and accompanying raw water supplies,
the District has a valid Option Contract with Princeville Corpo-ration for the present unit purchase and eventual acquisitionof Title to Water Rights owned by that entity. Due to some anbi-guities on the interpretation of that Contract, litigation isin process to solidify its interpretation. The District is con-fident of its valiility and, thus, of adequate Water Rights to
serve prospective development.
l
II
Eagle CountyJan. S, L977
Page 7
We hope this
tional. questions,
JPC: ahcc: A11 Board Members
Thonas T. Grinshaw
Roger Hocking
Mssrs. Morter G Todd
data is helpful to you. If
please feel free to contact
Sincerely,
you have addi-
us.
ON'S RIDGE WATER DISTRICT
James P. Collins
Lyon, Collins 6 Co., Inc.
DISTRICT MANAGER
J
lr!l
OiiqrrT Assutit@, laa
SUITE 2O7. V/LLAGE PLAZA
GLENWOOD SPRINGS.
OoLORADO 8160r
TELEPHONE 303 945-8676
2840 SOU.H yAtr€JO Srqf€r
ENGL€WOOq, COTORAOO aot t0rtt |PH0 E 303 761.4t160
DRAINI,GE REPORT
Lions Ridge
Vai1, ,,lolorado
DERVL W }INGENT
ELM.R L, CLAYCOME
LAPRI A. MULL€R
RECEMED
FEB 1 7 877
oerffi;;;;;;:cr,,ever.
Job No. t 307. 002
CIVILEIIGIiIEERITG/TAf,OSUiVEYIX6/STORTORAIiAGEiSTFUCTUBAL/TRAIISPOBTATIOI.I/WATER&SANTTATIOTI/COIIIPUYERSERVIC€S
TABLE OF CONTENTS
Page No.
General ...1
Drainage Aspects of the Site. . I
DesignCriteria. . .1
Ilydrology.. .z
DrainagePlan. .3
Suunary . . 3
Figure I - Vicinity Map (Bound. at end of Report)
Figure 2 - Drainage Plan (Folded at end of Report)
Design Calculations (Bound at end of Report)
S.C.S. Soil Type Map & Soil Type Descriptions
(Bound at end of Report)
GENERAL
The study area is located in West VaiL, immediately north-west of Interstate 70 and the adjacent frontage road. The
proposed development includes lots of approximately L I/2acres and approximately 3/4 acre. The topography generallyslopes from north to south toward the highway from a ridgealong the northerly boundary of the subdivision. A smal1ridge crosses the property near the southerly boundary.
Parcels C and D were originally platted as a part ofLions Ridge Subdi-vision Filing No. 2. It is proposed thatParcel C be resubdivid.ed into 6 lots and Parcel D inLo 27lots. The location and approximate dimensions of eachlot is shown on the Drainaqe Plan included at the end ofthis report.
This drainage study is being submitted in accordance withthe Subdivision Regulations of Eagle County, Colorado.Detailed construction plans of the improvements will beprovided as the subdivision goes through the final plat-ting process.
This study deals only with drainage for Lions Ridqe. A
separate drainage study is currently being prepared for
The Roost which is immediately downhill of a portion ofLions Ridge.
DRAINAGE ASPECTS OF THE SITE
As previously mentioned, the site generally slopes towardInterstate 70. The natural drainage swales have generally
tended to col-lect historic runoff to a point very near theswitchback. The flows would then have passed across the
area now occupied by The Roost. The drainage area islimited in size by the sharp rid.ge along the northern bound-ary. There are 2 well defj-ned drainage paths, which arenot being substantially altered.
DESIGN CRITERIA
The criteria which must be met are included in Sections4.02.04 (d),5.02.10, and 5.03 of the Subdivision Regula-tions of Eagle County, Colorado. Specific requirements in-clude the analysis of flows resulting from both 10 year
and 100 year frequency events, and the delineation of the
100 year flood plain.
To meet the Countyts requirments and to provide an eco-
nomi-cal.ly reasonable system for handling 1ow f1ows, thedrainage facilities proposed will be designed on thebasis of the 10 year storm, while recognizing the effectsof I00 year storms. The objective of the drainage im-
provements will be to prevent any darnage from the 100year storm.
HYDROLOGY
The rainfall intensities for the various frequencies
have been taken from "Precipitation-Frequency lrlaps forColorado", prepared by Special Studies Branch, Office ofHydrology, Environmental Science Services Administration -
Weather Bureau, for the Engineeri,ng Division, Soil Con-
servation Service, Department of Agriculture, October 1967.
The following Table is a summary of these intensit.ies forthe study area:
Frequency
2 year, 24 hour
5 year, 24 hour
10 year, 24 hour
25 year, 24 lrour
100 year, 24 hour
Precipitation
1.2 inches
1.6 inches1.8 inches
2.2 inches2.8 inches
In accordance with the Subdivision Regulati-ons, the 10 year
and 100 year intensities have been used to calculate run-off quantities. The 2, 5, and 25 year events have been
included here for reference purposes.
The method outlined in "Urban Hydrology for Srna1l Water-
sheds, Technical Release No. 55", prepared by EngineeringDivision, Soil Conservation Servj-ce Department of Agricul-
ture, January 1975, has been used to determine the mag-nitude of runoff flows for the d.esign events. The Soil
Conservation Service office in Eagle, Colorado was contacted
and the soil types present within the study area were ob-tained. The soil type map and soil type descriptions areincluded at the end of this report. All three soil typespresent are rated in hydrologic group "8". Curve numbers
have been calculated for each basin using the weighting
procedure outlined in the SCS publication. Curve numbers
used for each type of soil are as follows:
To meet the County's requirments and to provide an eco-nomically reasonable system for handling low flows, thedrainage facilities proposed wilL be designed on thebasis of the 10 year storm, while recognizing the effectsof 100 year storms. The objective of the drainage im-provements will be to prevent any damage from the 100year storm.
HYDROLOGY
The rainfaLl intensities for the various frequencies
have been taken from "Precipitation-Freguency Maps forColorado", prepared by Special Studies Branch, Office ofHydrology, Environmental Science Services Administration -
Weather Bureau, for the Engineering Divj-sion, Soil Con-servation Service, Department of Agriculture, October 1967.
The following Table is a summary of these intensities forthe study area:
Frequency
2 year, 24 hour5 year, 24 hour
10 year, 24 hour
25 year, 24 hour
J-00 year, 24 hour
Precipitation
1.2 inches1.6 inches
1.8 inches
2.2 inches2.8 inches
In accordance with the Subdivision Regulations, the 10 year
and 100 year intensities have been used to calculate run-off quantities. The 2, 5, and 25 year events have been
included here for reference purposes.
The method outlined in "Urban Hydrology for Sma11 Water-
sheds, Technical Release No. 55", prepared by EngineeringDivision, SoiJ- Conservation Service Department of Agricul-
ture, January L975, has been used to determine the mag-nitude of runoff flows for the design events. The Soil
Conservation Service office in Eagle, Colorado was contacted
and the soil types present hrithin the study area were ob-tained. The soil type map and soil type descriptions are
incLuded at the end of this report. AII three soil typespresent are rated in hydrologic group "8". Curve numbers
have been calcul-ated for each basin using the weJ-ghting
procedure outlined in the SCS publication. Curve numbers
used for each type of soil are as follows:
Land Use Description
Curve
Number
l.Natural Hillsides
Lots I-6 Parcel C(incl. road)
Lots 1-26 Parcel D(incl road)
Lots 1-4 Parcel E(inc1 road)
Drainage flows for both the l0 year and 100 year events
under developed conditions are shown on Fj-gure 2, Drainag'ePIan. Complete calculations are included at the end ofthis report. As a part of the design calculations, the
study area has been analyzed assuming totally natural. or
undeveloped conditi-ons and under proposed developed conditions.
DRAINAGE PLAN
The recommended drainage improvements for the portion ofLions Ridge being resubdivided are shown on Figure 2,
Drainage P1an. The plan indicates the flows resulting
from both Lhe 10 year and the 100 year storm events.
The runoff from the hillside above Lions Ridge Loop w111
be collected along the uphil1 side of the road, and car-ried to the 2 culverts by means of roadside ditches. The
culverEswill-, in turn, discharge to natural swales, as
indicated on the plan. The necessary correspohding ease-
ments are also shown. A11 runoff is to be collected at
the switchback, design point 3.A 24 inch culvert will
pass the flow beneath the road to a channel along the
uphill side. The runoff can then be carried alonq the
road or, at a satisfactory point, passed across the road
and to the frontage road. The existing road and di-tch
is wj-thin a 50 foot right-of-way for a County road. The
di-tch itself may require mi-nor regrading or reshaping lo
be ful1y effective. However, based on a qlope of 12? +
oblained from aerlal photo topography, a typical ditch-
with 3:1side slopes would carry the flow of a 100 year
storm. Velocities in the ditch would be about 5 fps for
a 10 year storm, and about 8 fps for a 100 year storm.
SUMMARY
The portions of Lions Ridge Subdivisioi: which are proposed
for resubdivision include a drainage area of approximately
39 acres. targe-lot, single family residences are plan-
ned. The historic drainage pattern concentrates runoff
by means of 2 swal-es to a point immediately above The Roost.
It is proposed that runoff be collected by means of road-
side ditches and culverts within the developed area, and
60
b3
70
65
2.
3.
4.
I
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il J
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Sucsira:un Very st.ny sandy loarn, very stony sandy clay loam
Unif 1cd/A.f,SII0 Classif 1ca:ion: A-2, A-!+, A-5; l{L, SC ' GC
Peru:cacility (below 2 feer) . Rapid - 6.0 to 20 in,/hr.
Perccnt Coarse Fragrnents(g;avcI, cobble, stone) z 35 +%
Soil Rcact:on (plt) : 7.4 to 8.4
Shr lnk-Sr,'ell Pocentlal : Moderate
Porcntlal Fro6g Actlon
Co.'rosivJ.ty-Stee1 ; High
- Concrete ; Lo*
DECRIE 6 KIND OF LIXITATIONS. (o ts S1lght, M 1e Hoderate,
S ls Severe)
Septlc Tank Abrorptlon
Fields
Sewage Lagoons
ltrD Un!t llo. ?lr 'l: r-| .-_J,.=J_--t:.-__
SOI L CIL\iL!,CT:i :TI STICS
Dc p th '; o lleci ro ck
Tex: u:c
Surface
Suoso-i
(su rf ace)
Flooci llazard
liyd ro l og: c Group
To psol l
Sand
Gravel
Roadf111
OTTIER SOIL FEATURES
. Fi nr, :rqnd -' 'l nam '1 Oam
; Str;ny fine sandy clay l-oan
: Moderate
: Ncne
: j--
: S - s Loniness
: S - seepage, large stones
; Poor - thin 11yer, large stones
3 Unsrtlted
. Poor
. Fair
Sanltary Landflll - ?rench ; S - seepage, large stones
- Ares 3 S - seepage
ShaLiorr Excavstlong 3S-largestones
Duelllngs w/basements . S - large sLones
w/o basemente' S - large stones
Local Roade and Streeta ; M - frost action, 1arg,e stones
S on sloDes ovp.r 15*
SUITA3ILITY AS A SOURCE OF....
Da1ly Cover for Landfll,l : P()or - se6page, large stones
rrADvalcE coPY slrBJEcr ro cHANGs" Nor m BE usED rN pIAcE oF or{-sITE rNvEsrrcATIoN.
soIL cit^tu\.cTiiiusTICs
Dc p iir to Becirock
Tc x: u;.:
Surface
Subsoll
c,,;.-i-.,F, --
i.ln i f lcC /,L.iSll0 Class I f lca:lon
Pe:;.eicilicy (belov 2 feec)
Percenc Coarse Fragmenrs
(gr;veJ., cobbie, stone)
SoiI Rcaction (pil)
ShrLnk-Swel1 Pocen tlal
Potcntlal I;oEr Actlon
(sur;'ace)
Flood llazard
Hydrologlc Group
Corrosl.vity - Steel- Concrct€
DEGR:E & :(IND OF LI}fITAIIO}iS
(O ts Sllghr, ll ls Moderate,
. S ls Severe)
,Septic Tank Absorpt.ton
FleIds
Seuage Lagoons
Sanltary Landflll - lrench
- Area
Sh;l.1og Excavallone
Dvellings u/basements
n/o basenente
Local Roaria and Streecs
SUIT/I:JILIfi AS A SOURCE OF. .. .
Da1ly Cover for Landftll
Topsoll
Sand
CraveL
Roadf11l
OTI{BR SOIL FEATT'RBS
De.jf.
Cravelly fine s andy loam
Siony clay loam
l\tony clay loarr
A-/., A-6; ML, CL
Moderate to mod. rapld - 0.5 to 6.0 in./hr.
j+0,',*
6.6 Lo ? .8
I'iocl.e rate
lloderate
None
B
HlCh
I,otd
S - stonlress
S - seepage, stonlneso
S - seepage, stonlness
S - seepage
S - stoniness
S - stoniness
M - shrixk-swe1I; S on slopes over 15{
S - gtoninese, shrink-swe1.l', frost actlon
Poor - stonlneas, seepage
Poor
Poor (unsul.te<l)
Unsulted
Poor
I'ADVA}|C8 COPI SUWEC{ 1tO CIIANCB'I ltOT TO BB USBD IN PIJ\CE OT ON-SITE INVESTIGATIOII..
DEGRIE .I :ii:{D OF LIMITATIONS(O ls SLight-, H is l,!oderi:e,S ls Severe)
Scptic Tank Abeorptlon
F1e1<is
Ser.rage Lagoons
Sanltary Landflll _ Trench
- Area
S j:aLlow Excavatlone
u/baserre n:su/o basenente
and Stre€ La
A SOURCE 0F....
for Landflll Poor
Poor - s toninees
Fair
Fair
Poor - large otones
OTHER SOIL FEATURES
SOIL Cir.i:UrCTi:.-iI STICS
Dcp "ir .;o lccirock
Tex t u:a
li r:i;;o i i
,:, uJ r; i :i:: L::
l.lni f :,:q.:,.';,.,.5i1O Class j. f ica:ionPcr-..cari i i iy (be1ow 2 feet)
Pc.'cen I Coarse Fragrnents
_ (.qrevel, cobble, stone)Soil llcac: ion (pll)
S arl,nk-Sr.'c ] I porent iaIPo:.:':::;l Fros-. Actlon(su::ace)
l'Iood llazard
Flyd rologlc GrouoCorrosivify - S teel- Concrete
De e;.,
Fine s a:rdy ioa..n
ilTr-:io" clay loan, srony sandy lo€un
Ier"r |r9ny saridy loain, very slony loangrA-l,, .A-6r A-2; ifJ-,, sc, sM, GM
-'., --w'r
:(ajr].cl _ 6.0 to 2a.o in./hr.
over 35/"
7.t+ to B.t
l.ioderate to l_cmr
Itiod erate
None
BTiEi
Modrratc
S - stoniness
S - seepage, stoniness
S - seepage, storti.nessS - seepage
S - storliness
S - stoniness
M; S on slopes over I5/.
M - stoni.nessl S on slopes over 15f
D.relllngs
Lccal Roade
SUI'.','.JJIL:TY AS
Dally Cover
?o psoil
Sard
C;avel
Roadf1Ll
,IADVA.\Cg COPY SUBJECT TO CIIANGE'I NOT TO BE USED IN PIACE OF OI{-SITE INVESTI{:ATION.
;------
CT:RTIFICATE OF IINt.'tiITA L
:::T,::t',:;"'"::1'C.orttftcsil ts hereby mndc that o copy of nn uppttf:H:t1T::1,::::":ubmittcd and gi.ven the aboveFlle No' wos cntercd into the u.s- tuails, or hnni rlclivcrcd, on. / ,t .',1-/t /, to r.7 *to the offices/persons as listed hereon, pages_ of_, u" . o "k-$lfiifiiiin ts pt/( , .
AAII
. Certlfler. s Signatune:
Applicstions refored to:,l,a f ..Applications in Eogle-Brush Creek to Ectrarards I
1 . Tourn of Eagle
Eagle Senitstion District
Colorado Division of Wildlife
U.S. Forest Service
Eagle Val ley Telephono Co.
Rocky Mtn. Natural Gas
School Oistrict RESOJ
GApplications in Upper Eagle Valley:
1. Town of Mintum
2. Town of Red Cliff
,r-:>{/t . 1. Colorado Gciclogical Survey
fft 2. Colo. oepartment of Heatth
Colorado S tate Engineer
Eagle County Sanitarian
3.
4-
d/i 6. Holy cross Etectric Ass,n
{,** 7. Colorado Mtn. College Dist.
,-t// 5. Eagle County Engineer
d( n. Cotorado Biver Water
C4{. 8. U.S. Soit conservation Service
9. U.S. Bureau of Land
2.
3.
4.
5.
6.
7.
Management
Gonsv. Dist.
.-dL,-J1- Div. of water Resources
B.Appllcations in Basalt Area:
1. Town of Basalt
3. Upper Eagle Valley San. Dist.
4. Eagle-Vail Metro District
5. Other Dist. (none at present lime)
6. School D istrict RE50J
7. Colorado Division of Wildlife
2. Planning Representative
3. School District REIJ
4. Basalt_Water Consv. D ist.
5. Basalt Rurat Fire Dist.
6. Basalt Water and Sanitation Dist.
7. Colorado Division of Wildlife
8. U.S. Forest Service
9. Mountain Bell Telephone Co.
_10. Rocky Mtn. Natural GasI 11. Gypsum Sanitation Dist.
C.$'pTid66ns in Gypsum Area:
1- Town of Gypsum
2. Eagle County Airport Authority
3. Colorado Division of Witdlife
4. U.S. Forest Service
5. Eagle Vatley Tetephone Co.
: . _ 6. Rocky Mtn. Naturat Gas
r
-
7- School District RE50J
rDlApplications in Colorado River Area:
1. School Distrlct RESOJ
2. School District 11 1
3. US Forest Service (Eagte)
4. US Forcst Service (Minturn)
5. Eagle Valley Tolephone Co.
6. Yanrpa Valley E lectrlc
E.Othsr Agoncies (whcro lppropriate)
1 . Colorado Oept. of ll ighways
2. Colo. gtate Forost Servlco
8. U.S. Forest Servic€
9. Mtn. Bell Telephone Co.
10. Public Service Co. of Colo.
H-Applications in Gore Val ley - Vai I Area:
"a'y ( 1- Western Slope Gas
,,' .il'r' 2. Town of Vail
3. Vail Village West Water & San.
A
7.
8.
{".,\l s-
r-./ t 10.
7-.!,i', 11 .
-+l / 12.'{:.:f.t..13.
c:/t 4. Lions Ridge Water
Vail Village West Fire
Vail Intermountain Water
Vai I Sanitation Dist.
School District RESOJ
Colorado Division of Wildl ife
U.S. Forest Servics
Mtn- Bell Telephone Co.
Public Service Co. of Colo.
Upper tagle Val ley San.
a o
EAGLE COUNTY
Eogle, Colorodo
OFFICIAL RECEIPT
Date 4/z{.---.. rs 7;'
AMOUNT
ITEM
Bu ildinq Permit Fee
Application For
Zone Chan
Conditional Use
Special Use
Variance
Appeal Fee
Code: (Buildinq)(Zon in9)(Subd ivision)
Total Received
All items are received for
no-paymenl of any item.
this receipt sha be
N? 2069
' t" ,ltZY-'z /,' -r-By -'- ,/ - z4' .. -. *- r,..
RECEIVED
t-.1_,
ir .../,0t15
PROTECTIVE COVENANTS
OF
TIONIS.RIDGE SUBDIVISION FILING NO. 2. EAGTE COLJNTY, COLORADO
KNOW ALL l'tEN BY THESE PRESENTS:
That LIONTS RIDGE VENTURES, a joint venture, being
the owner of all of that real estate described in Exhibit
A attached hereto and incorporated herein by reference,
in the County of EagJ-e, State of Colorado,,the Plat of
which was recorded in said County on
Lg72, in Book at Page +7'l 'ffi
the Clerk and Recorder, does hereby impose restrictions
and protective covenants as hereinafter set forth, and
does hereby reserve easements as hereinafter described.
t. Genera]. Purposes. In order to maintain a high
guality .resffiy, the real property described
heretofore is subJect.to the covenants, restrictions' condi-
tions, reservations, liens anil charges hereby declared to
insure the.best use and the most appropriate development
and improvements af each'building site thereof; to protect
the owners of building sites against such improper use of
surrounding building sites as will depreciate the value
of their prbperty; to preserve, so far as practicable, -the natural beauty of said property; to guard against the
erection thereon of poorly designed or proPortioned
structures, and structures built of improper or unsuitable
material-s; to obtain harmonious color schemesi. to insure
the highest and best developrnent of said property; to
encourage and secure the erection of attractive structures
thereon, with appropriate locations thereof on building
sitest to secure and maintain proper setbacks from streets,
and ad.equate free spac€s between structures; and in general
to provide adequately for a high quality of improvements
on said property, and thereby to enhance the value of
investments made by purchasers of building sites therein.
?- Definitions. As used hereia'. the, following
words and t66FGfiE[I--have the following meanings:
(a) "Declarant" shall mean LION'S RfDGE
VENTURES
(b) "Lot" shall mean a lot within the LIONTS
RIDGE SUBDMSION FTTING NO. 2, which can be used for
residential or commercial purposes.
.(c) "Residential Lot" shall mean a lot which
can be used for resldEn-Ef5f-luE$6ses on1y, and }rpon which
only a single-family resident may be constructed with the
exception that one guest apartrnent rnay be incorporated intothe structure f provided the character and essential aPpear-
ance of a single-farnily dwelling is maintained.
(d) "Commercial Lot" sha1l mean a lot which
can be used for coi-d6tiiIuhGl-T[Itiple-family residential
purposes, apartments, restaurants, motels, hotels, lodgest
professional offices and medical clinics, retail shops2
service shops (excluding automobile service stations).
(e) "Parce]" shall mean a parcel within the
LroN's RrDcE sunnrvrmi$ FTLTNG No. 2, as so designated
on tlre Suhdivieion Plat.
I I
Uses.
(a) ALl lots which are designated on the Pl-at
by a combination of letter and number (e.9., G-1), shall be
used only as. conrmercial lots.
(b) All. lots which are designated on the Plat
by number {e.g., Lot 1), sha1l be used only as residential
Iots.
(c) Parcel A as designated on the Plat shall
be used only in accordance with a planned unit development
scheme, which may incorporate condominiums, multiple family. residences, apartments, restaurants, rnotel-s, hotels, Iodges,
professional offices and retail shops subject to approval
as to overall planning and develoPment by the ArchitecturaL
Cornmittee
a (d) All Parcels other than Parcel A, designated
on the PLat shall be used for the sane uses and purposes as
a11owedforcommercia11ots,specifiedinParagraph2(d}.
4. Architectural Committee. No building or other
structure s@, altered or maintained
on any lot in the Subidivision, nor shall any addition there-
to or change or alteration therein be made, until the complete
'plans and specifications (including, but not linited to, the
floor, elevation and grading plans, the specifications of
principal extgrior materials, color schemes and the lcrea-
tions, character and rnethod of utilization of all- utilities) 'and plot plan showing the location of building and trees
have been submitted in triplicate and approved in writing by
an Architectural Committee composed of Phillip H. ?aylor and
Thom'as J. Taylor. or by a representative designated by the
two (2) members of said Committee. In the event of death
or resignation of any member of said Committee, the remaining
member, or nembers, shall have full authority to approve or
disapprove such design and location, and to designate a suc-
cessor member !,rith like authority. In the event that, by
reason of death or resignation of Committee members, no mem-. ber is acti.ng on behalf of said Committee, then successor'members of said Conunittee shall be designated by the owners
of at least fifty percent (50t) in area of all'of the pri-
vately-owned land contained in LIONTS RIDGE SUBDMSION
FILING NO. 2- In passing upo.n all such plans and specifi-
cations so submitted, the Architectural Committee (or its.
representative duly appointed) , shall take into consideration,
among other things, the suitability of the proposed building
or other strdcture, and the rnaterials of which it is to be
built, to the lot upon which it is to be erected, the harmony
thereof with the surroundings and the effect of the building
or other structure, as planned, on the outlook from adjacent
or neighboring Jots; provided, hoqeve!, that refusal of ap-
proval of plais and s$EETETEtion-s by such committee may be
based on any reasonable ground, including purely aestheLic
grounds,,which, in the sole and uncontrolled discretion of
the Cornmittee, shal1 seem sufficient.
Whether or not provision therefor is specificaLly
stated in any conveyance of a lot in the Subdivision, the
owner or oceupant of each and every lot, by acceptance of
title thereto or by taking possession thereof, covenants and
agrees that each building or other structure (or addition,
. change or alteration thereof) r shall be constructed, erected
and maintained only in strict accordance with the plans and
specifications so approved by the Committee. In the event
said Cornmittee, or its designated representative, fails to
approl'e or fl j.s;1ppr.\ve su,:lr des.ign and location witltin t lrirty
(30) clays after said l:l.rrrs and specifications have been
suhrni tte'i to it or, irr ;rtty event, if no suiE to enjoitt the
erect i-on nf sueh trui lrti.ng (or tlre making of such addi tion,
glrarrqe or altcr.lrtiorr tlrereof ), has been comrnencerl prior to
-a*-
the comp't etion thereof , such approva'l sha'l I not be- requi red
ini tt ii cov"nant sha'li be deemira to have been f ully com-
p'lied with.
5. Heiqht Limitqlligtl:. No buildins qr. structure
shall be plaffirgq oI permitted to remajn
oli-iny-ioi';hi;h exieeas a heieht of forty-five (45) feet
in elivation measured from grade at the midpo'int of the
s tructure.
6. 0ff-Street Parking. There shall be no on-street
oarkinq. parkins-nTTi-5?-l6fritted on'ly 'in those areas and
in thoie ratios described below:
(a) Vehicle parking shall be provided on a
ratio of :
ti a'l I ot;
ea ch dwel I i ng uni t
or apartmenti
in a hotel, motel
shal'l not
7.
(2) 0ne and one-hal
i n .a mul ti P1e-f ami 1Y
f parking units for
reii dence, condomi ni um
( I ) Two pa rki ng uni ts 'f or each res i den-
(4) 'Three parking units for every--1'000
square feet of f'l oor'aiea devotbd to iustomer service in a
retiil or service shoP;
(5) 0ne parking unit for every l00.square
feet of floor area devoted to customer service in a restaurant
or bar;
(b) Each parking unit sha'll contajn 300 square
feet, includinS'drives tretween parking rows and shall be
I ocaied enti reiy wi thi n 'lot I i nes
(c) Required vehicle parking may be wholly 9l
grade, partlv'nit", s"9ge or whollv'bel9ry sfSilq', All parking
units not within i Ouretling struct-ure and itt driveways in
the Subdivjsion sha'll be Paved
(d) tilobile homes and'large commercial vehicles
be parked withjn the Subdivision'
(3) 0ne parking
or lodge;
uni t for each rental uni t
Structure to Land Atqq-39!g-rc ui rements.
(a ) l^li th respect to Commerci al Lots ' the are9. 9!
which structure, ur*-.oni['ructed sha'l 'l not encompass more than
;i;;;;;;;;;; iioii-oi-ir'" surrace area or the lot on which
such- imProvements are si tuated.
(b) },|ith respect to Residentia'l Lots' the area
on which Structures are constructed shal I not encompass. more
irtun tnirty-tlu. pu.."nt-iisu) of the surface area of the
ioi on whittr such'intprovements are situated'
8. Telporary StrVqtures.' No trai'l er' basement' tent'
shack, garage, barn, or gttrer ouibui I di ng shai I Pt- perml tted
;;-;;i iot in'trt..sruaivision at any timi'. nor shall anv
structure of a titpitu"y itttracter te usei for human habita-
tion except wtreri lrtftoiized for a.period of not.to exceed
;h;;"-ii)"on*'s-b;-;";;;;i;l permiI s"anted bv the Declarant'
9. Construction Period' All buildings. or other struc-
tures .o^i,"niit=ffi;t16-T-TnTtre subdivision shal I bP prose-
;;i;d ai tiguntlv tn riru,plet ion and ln any event shall be
;;;;iei"a itr.frtir t*"ir; ait) nrorrths fronr comnrerrcenrpnt of
-!--
shal-l be Permitted.
o
construetion unless approval of Declarant is obtained in
*iiii"g extending extenaing such twelve (12) months' period.
10. Trees. Ttees on any lot, except to the extent
,r""*""tiy.ro;;6;"truction purposes' as aPProved in writing
by the aichitectural Commitiee-, shall- not be cut, trirTuned or
i'emovea from any lot, except that Declarant, from time to
time, may approve some thinning or.trirnming if it seems
desirable.
11. 'Fences. No fence, wal} or similar tyPe barrier
of any kind EIEE-be constructed, erected or- maintained on
any 1-ot, except such fences or \^Ialls as may be approved by
tfr! ercnitectirral Committee in writing as an integraL or,
decorative Part of a building to be erected on a lot'
?,2. Signs. No signs (including "For Sa1e" or "Rent'l
signs) , biltEo;;-ds oi o*16r advertising structure of any kincl
sniff be erected, constructed or maintained on any 1ot for
iny pttpose whatsoever, excePt such signs as have been ap-
pi'"rLa Ly Oeclarant in'writd-irg either for identification of
iesidencEs or places of busindss or other uses'
13. water. Each building or-structure deslgned for
occupancy or use-by human beings shall connect with water
faci-iitils made ".tiil.bl" at any time by Declarant or water
district serving the Subdivision.
14.sewer.Eachbuitdingorstructuredesignedfor
occuPancy.or use-by human beings shall connec,t with sewer
faciiitiis made aviilable at any time by Declarant or sehter
ai"iii"t serving the Subdivisioir. No.private septic tanks
for disposal of sewage shall be allowed in the subdivision
without-written permission of the Declarant'
15. Trash. No trash, ashes or other refuse shall be
.thrown "i a"*p"a-on any land within the Subdivision. Each
property ownei sniff piovide suitable receptacles for the
temporary storage and'collection of refuse and a1l- such re-
cepiacfe's shal.I be screened from pub)-ic view and protected
from disturbance, ".td shalL be in complete conformity with
sanitary rules and regulations. No girbage incinceration
16. Animals- owners and lessees of land within the
subitivisi"" rn"f5-"" oidio"ty household P9!s belongirg to. the
household so 16ng as sueh pets are disciplined and do not
constitut" tt utio" ant,oy.ttce to other owners and lessees '
The Architectural Conrnittee shall have the power to require
any otvner or lessee of lands in the Subdivision to remove
"n| hoo=*ho1d pet which is not disciplined or which consti-
tutes an undue """"yi""" to other otn"ts or lessees of ]and
in the Subdivisi"".'-ift. Architectural Committee may authorize
the keeping of horses in the Subdivision so long as there are'
it ttr" 'opiiion of the Architectural connittee, suff ici-ent
fasture ina appro""a-eu"ifities for equestrian activities'
inaintained in i neat and sanitary manner by the Grantor or
PropertY O\ntners Association.
17. trlininq. Mining operations of any kind, or guarring
sha1l ""t-U" p6rrftt.a rpoi oi in any of the.Iots in the Sub-
airri"io", n6r shall tunnlls, mineral excavations or shafts
be permiited upon or in any of the said lots '
18. Lighting. Any light used to illuminate
parking areaFE-T6? any oth"t PurPoses, shall be so
;;-;;' ;"ir;;L ih" lieht'awav fr-om hearbv residential
"iti"" an.l away from 15e 'riiion of passinq motorists
19. Setback Requirements. There shall be no general
rufe for Ul.--TiiriaTl;i iiT T'ii[F-"e.merTts wikh relaLion to prop-
erty lines, lrrlt alJ at-'trraI cotrstrtrction sites shaII receive
[iro't.i bterr al,r.rrrual rrf F.lre Arehitectura] Committee'
signs 'arranged
Prop-
o
. 24. Landscaping, AlL surface areas disturbed byconstruction-EFafT-TE returned promptly to their naturalcondition and replanted in native grass, except where such
areas are to be improved by the.construction of gardens,
lawns and exterior living areas, which shall be permitted
only after the plans therefor have been approved by theArchitectural Committee
2I: Easements. Easements and rights of way are herl-
by reserveil .i-f-EEETgnated or described on the offiiial recordedplat of the Subdivision. Other easements are reserved forwater and al.I utilities and maintenance thereof in the rightof way of each road.
22. Underground Utility Lines. All water, 9a9,electrical , pes and lines withinthe Limits of this Subdivision must be buried underground
and may not be carried on overhead poJ-es or above the surface
of the ground, except such electrical or telephone lines as
have been previously installed overhead prior to the filingof the Subdivision plat fo{ this Subdivision.
23. Duration. These conditions, restrictions, cove-
nants, reseriE€i-66F] easements. liens and charges shalL run
with the land and shall be binding on all parties and aII'persons claiming under them untiJ. January I, l-999, at which
'time said covenants sha11 be automatically extended for suc-
cessive periods of ten (10) years unless, by vote of the
O4,rners of more than f ifty percent. (50t) of the privately-
owned real property within the boundaries of'the Subd.ivision,
it is agreed in writing to change or modify said covenants
in whole or in part. NoLwithstanding anything to the contrary
herein, these conditions. restrictions, covenants, reserva-
tions, easements, liens and charges may be changed, modified
or arBended at any time prior to January 1, 1999 (but in no
other way), by the written consent of the Owners of more
. than seventy-five percent (75C) of the privately-owned realproperty wittrin the boundaries of the Subdivision, provided,
however, that no change, modification or amendment shall be
effective without. the prior approval of the Eagle County
Planning Commission.
24. Validity. fnvatidation of any one of these
conditions, iEETrfEtions, covenants, rese-rvations, easements,
liens and charges or any part thereof by judgments or Court
Order sha11 in no way affect any of the other provisions
which shall remain in full force and effect.
25. Violation of Covenants. Violation of any of
the conditio@ants. reservations, ease-
ments, liens and charges herein contained shall give the
Declarant or its agent or assigns the right to enter upon
the property upon or as to which such violation exists, andto summarily abate and remove, at the expense of the ownerthereof, aDy erection, thing or condition that may be orexist thereon contrary to the intent and meaning of the pro-visions hereof t and Declarant or its agent or assigns shallnot thereby be deemed guilty of any manner of trespass for
such entry, abatement or removal.
26. Rieht to Enforce. The provisions contained in
. tbis Decraraffind inure to the benefit of andbe enforceable by Declarant or the owner or o\^'ners of anyportion of said property, or their and each of their legalrepresentatives, heirs, successors and assigns,. and failure
by Declarant, or by any other property owner, or their legalrepresentatives. heirs, successors or assigns r' to enforce
any of such conditions, restrictions or charges herein con-tained shall in no event be deemed a waiver of the right to do
so hereafter. Enforcernent of the covenants or restrictions
conLained herein may be lrad at law or i.n equity against anypersonr partnership, corporation or entity violating or at-
- tenrpting,, to v.i.olate.any such covenant ,or.restricEion.
o
27 . Assignment of Powers. Any or all of Lhe rights
and powers affilarant herein contained rnay
be alsigned to any other corporation or association which is
now org;nized or wtrictr may hereafter be organized and which
will assume the duties of Declarant hereunder pertaining to
the particular rights and powers and reservations assigned;
and -upOn any such corporation or association evidencing its
cotsei1t in iriting to accept such assignment and assume suih
duties, it sha11, to the extent of such assignment, have the
same rights.and powers and be subject to the same obligations
ancl dutles as ar-e given to anil assumed by Declarant herein-
EXECUTED ttris 2a4 day of sePtember ' L972.
LION'S RIDGE VENTURXS, a Joint Venture
By TAYVEL EWTRONMENTAL LAND CbmeeNY,
a Joint Venturer
ATTEST:
L
STATE OF COLORADO
County of Eagle
)
)
)
ss.
The foregoing instrument was
this .ji i--i day '\r seFLernber, L972,
Vice-FiEE i,larr 1.. ,rrrrl JAFI|;lil P . SWIfT,
TAYVEL ENV'TRONI'TENTAL LAND COMPANY,
VenTUTET Of LIONIS RIDGE VENTURES,
WITNESS my hand and official seal .
Itty Commission ExPires: ' ,lrzt
t-
VicE-Pres$!eht
acknohrl-edged bef
by TIIOMAS J- TAYLOR
Asns*stant SecretarY
a CorPoration, as
a .foint Venture ' . '
t t.r
r F'{ r'. ,
t
/ ,J
o
NO. 2
ned.
Th&t LIONTS RIDGE VENTURES, a Jolnt venture,the owner of all of that real estate iescrl.bed in iA attached hereto and Lncorporated. hereln by refcrtn.tle County of Eagle, state of Colorado,--thg platrhich was recorded in sald County orr - +,if-6;J;Ze1912, In Book 22_{_, at page l+44 ot, rhe recorthe Clerk and h6iiEer, doel frei65!-inpose restrlc
t ..
PNOTEC?IVE COtE}IANTS
OF
TTTONtS RIDGE SUBDIVISION FILING
E"AGLA COUNTY, COLORADO
XNO$ ATL TIEN BY TIIESE PRESENTS:
belnghtbtr
nce,
of
' [ii:-..{:.j::'r.;... tlrereon., $ith appropriate locations thereof 'on bul
1i..,:.';:,::-'. ;... siteei to sequre and maLntain proper setbacks from
F:.;1,r 't . -i.,". and adeguate free spaces beewein itructures; and I
,li,l' :.;,,;..'r.i,'to prov-ide adequately for a hlgh quallty of lnprov
;;,i ':.t'i., .., ..::' on aat'cl property, and thereby to enhance the valuei- ; ',.' .; sv e..!rq.rr-s---,..',,..,:,,. .i. lnvest$ents made by pqrchaserg of buildtng eltes, ,Y.- ;-..-:.;.;, ?
'i.:;'-''.;; . I ':': ' -' ' 2.-.' Deflnltlons, As used hereln, the foll
and protective covenants as herelnlftei get fbrth,doea hereby Eeserve easements as hereinafter deecr
1. General Purposes. In order to mal.ntalnquarlty regtctential cor.Irrunity, t}re real propertv d';'.,,... ;-..::, ,i quarlty residential cor.rrunity, the real property d
:, .:,,...-.:; .,. .... heretofore is su.bject to the-covenants, ?estrtclio'; ..'. . ..f
-,:il ,ri,.'.,''l: 't' ll:1": reservations. lien_s and charges hereby decl
iJ'.i',.l.'.,1..'..; ,. insure the best use and the rnost apiropriate-devel
;:ir, I : 'r,::: ''.1 - --.-:.
' and irnprovements 'of each buLlding iite' ttrereof i to+.1 .i..ir-.':. r'-.-l rt-^ ^--^--t'i]; 11 .;r. .:- :i g1s ol.nurs of building sites against such lmproper
'-'.':'i.:\,t:..-,. surroundl,ncr buildlntr sr:lteq aq r.rl't I dr',,rpr.i.e+". +i..,':..;:;; r1..'-t.-,.. surrounding bullding sLtes as rrlll depreciatt t}re?'.:r; J i."::i,': 9-f their property; io preserve, so fai as practlca
:i.',1::,.f;,. i.:-".iJ'.' tlre natural beauty of said property; to guird agai
f,;,-it,;._.,-,.'i...i erection thereon ir poorty ih"tqn.i-or pioporrton
ii,,r:.;";.;,:. '-i. ,-' .. structures, and structures built of imniooer or uil.;:.;"; J 1..'..: _-,, structures, and structurcs built of impioper or un'ilir',,'i;' , . .::.t': materials; to obtain harmonloug color ichemes; to
:-;.,1,::-:i'.':r,-.ii F" highest.and best devel:pment of sald property;
,-i''::' -...-. ,.. i ,1r €ncourage and secure t}te erection of attractive s,!f;:.*.1;"ii'ii:ij." thereon., with appropriate locations thereof 'on bu
-j:-=::=-::j:: ..s- r r.. t:: :i;r,... ;- ..l;.-',,words and' terttrsJEElfhave the follorlng meant nger
.i:'., :',' .'," RIDcu StrBDrvrSroN Fltrlrc NO. 2, rhlch can b6 uged f...':; ..,..'*,,, ,,' residentlal or corrnercial purpoeelr...,..,::t ,:i.r.,.'::'.r.,... r.;:r': (c) ,Resldentlal Lot. ehall mean a lott,i,,.-,t.,',',',: .. c'l be uaed for re3'ftGi-Efl.flT@eee only, and upon
parc6l
ag go
crt thldesl
go
lons
uha
bed,
a high
scribed
5 r condL-
pmenLprotect
uso of .. ..alue .le, 'tthe...
ttable :'
.
sUreo;:
cturea
ng
treett tgeneral
ntg
vhlch
vhlch
the
lnto
appear-
t-€r.rr rrs \rl'e(r rctE rest(IenEl'a.|- purpoAeB only, ancl Upon',. i. .; ' only a_aingle-fanrtly reeldenl rniy be coniiructed-wI
.. '..,, 'ercept,ion that one gue4. apartj:rent nay be lncorporat''..1 ;.'. tbe structure, provided tire characte-r and esgentlal
(d, 'Corrrercl-al Lot' shall mean a lot'I . can be uscd for coi?16fr[iTIFEl-Tiflttple-farnlly roald'l .' purpose8, apartJnent8, restaurantg, motele, hotole,,i ' profeealonal offlcee and medlcal cllnlce, retall ahaervlca s:lpa (excludlng automobllo sorvieo statlo
t__ -
LIOTI I g RI i-::g EUBDI TET6JI TILIHC
'l
(
3. Ue€g.
(a) All lota whLch are doslgnat€d on the Plat
cornbinatlon of lotter and number (e.g'r G-11 r ahall ba
only aa comnorcLal lote.
,T (bl AIl lote uhlch are deslgnated on the Plat '- "r"
..-'by nurnber (o:;:r;;t ii,-"tiir bJ ueed oily ae resldentlal i, o'.,-'j tite. "i-" r:
bya
ueed
'l: ' (d) All Parcels other than Parcel -A1 deslgnated i
, .:'.i on the plat dtralt be used for the same ueea and purpoegt..g ,.
....,i.'altowedl for conmercLal lote, epeclfled ln Paragraph 2 {dl , '
._.
ii bo .rsud only'ln accordance wlth a planned unit-development '. .
,' acheme, wntifr may J.ncorporate condomlnlume, multiple famlly '- '", resLdencee, apartments, rastaurantgr motels, hotele, lodgeel
i orofeeelottil ifgt"es and retall shope eubJect to aPProval - .,::.:.
' ;;-a; overall plannlng and development by-t{e Archltectural .
..
It. 'Archltectural Comrnittee. No buLldlng or olher
etructure sffi, altered or maLntalned
o. "tty lot l-n th€ subidlvtet6nr nor ehall any addltlon the51;
- : 't'
:,:' (c) Parcel A ae derlgnated on the Plat-ehall j:'
t; ;;'"tti"g" "i alieratlon thcreln be made, un!f] the complete
;i";; tta ip".ificatlons (tnclutllng, but not ll-ntted to, the
.?l.oot, elevitlon and.gra<linq plansl the epeclficatlons of
'-,.:prlncipal exterl-or materialsr color.schenes 9"d-lho. 19:?;^-,',ii;;;;-;h".""i"i-ita method of utllJ-zatlon of all uttlltlesl r
and piot plan ahowlng ttre locatlon of bulldlng and trces
have been eubmltted ln trlpllcate and apand approved ln wrltlng
ed of bhilllp H. Tawro'an Archlt c
il-tfre event of death
of atl of the Prl-
upon all auch plane speElfl-
r3
'tr
1-t
',,(!
'tI ffio,"lt.:l:"iil:ch'representative duly appoin ,ah
a
al Conunlttee or lts
deration 1
harnony
reo tldt
fueal of, a
and uncontrolled dlicretlon of
tteer eha1l geen €ufflclent.
Whothor or not provlslon thorofor la epocLflcally
rtatod ln any conveyonio o! a lot ln tho Subdlvlslon, tho
o$nor or oc"-upanc o? coch and ovory lot, by acccpEnneo. ofo$nor or occupant of aoch and ovory rot, Dy accePEnnsl, e!
tltle theroto or Uy-taXtng poBsession thercof, covenante and
!Ion
o
clflcat in tfre ovent
AA tto cntatlve?.I1ff:. loapprovo or dtoapprovo such 6oa1gn and-locatlon.wlthLn thlrty
(ibt aays aftor- iold plano and apoclfleatlona have bosn
iurrfttia to lt or, fh any oventr lf no sult to enJoln the
orcctton of ouch Uultatng- (or tho maklng of cuch addltlon, 'changc or alteratlon thoreofl , has besn conrnonced Prlor to
'l
-.f{A*.-.
,t
#tttfi;'t*tk$il;":,.t::5ixi'":lnoi::il:"t, li :3ll*ltuoll'*.
10. Trees. Treeg on any lotl except to the extent'.il' neco"sary foi-E6Fstructlon purposes, aB approved J'n wrlting
... i.- . bf, the lr.rchltsqt,ural Comnlttee, shall not be cutr trlnuned or
.,:. .-..' rer:roved frorl an!' lot, except that Declarant, from tlme go :
; . I i ' time, rnay approve ssme thinnLng or trlmnlng lf rt seems ... : -,,.,1 .r:.. time, rnay approve some thinnlng or trlmnlng 1f rt 8eeflls ,. ;i .:'
-':l ,. 't deslrable.a ..: l
:"::- !' ' - r't Fencqq. No fence, walr or glmllar type barrlor . ''.ii'. '
.i r;, of any ktnd iEfffte construcied, erected or natilatned on ": : '.' i
'-ti." --,- ri .t-^ -,--^--^J $*.'i i:t any l6t. except. such fences or valls as may be approved by . r: :
l:.,r- ihe Archttectural Coimnittee in writlng as an lntegral' or r.'.. .l;'
..; ji- decoratl.ve part.of a buildlng to be erect€d on a lot. ', ..-__l.,. '1 :i-"'..'i:i'' :.'li?i.
',:,i ,f .., 12. Signs. No signs {l-ncludlng 'For'Salel or 'RenLr
-. ," I
,:,i!''' sisns),-[irrffifrr ".-"GEi-"ivertlslns structuiJ oi-"tty trna . .,j
.'ii ii.' shall be erected' constructed or maintal.ned on any- Iot for ' : - .' ,:..'l t,... any purpose whatsoever, except such sLgns ag have been ap- |...r- t-... anv purpo6e whatsoever, except such slgns as have been aP-^ : I'..:lt, p.-o.ria Ly Declarant Ln writlng etther lor identification'of , ,., i,
-,,T l.:i: residences or places of business or other us€Sr : ,' .' . jr'.".'.il.:. .......'.-:i.:
. .**;1
"',i i.': legl(lenGeS C}r PIaCeg Ol Du9:.ness or otner USGSr ' ' .: .-)l,;.I l'' ' ;' ,..'.' ;.:i
i-,,.1;i .- 13. Water. Each building or sLructure designed for . . ',:' {
;': .:";i. ocsupancy or-Eidly lrunan beings shall connect witlt water :;,;.g:' tj
1,,,;,',. - facillties nade avaLLable at any time by Declarant or nater ". .l
r 1i; i,'i- dtelrict servJ.ng the Subdlvision. ,;i;,i'i'"i .j.ir r; n
,l:- {; 1{. seuer. Each buildLng or structure deslgned ,ot ':i" ; ' ;:i
':.'.: I'. occupatrcy or-i6-by htrnan beings shall connect vl'th sewer 't -i
:,:ri;i. factlitiLs made avillable at any tlme by.Declarant or ae er '. . .ri
]iiil:,, distrlet serving the subdlvision.-_No privalg s9p:19 :alks .. ,,,i,
.::: t'11.; r',l.: - 13. *ater. Each buildinq or sLructure designed for . .
:'* l' .i for dl.sposal of seffage shal1 be allorred in the subdlvLslon . i . .l i.:
,'.t:i il.. trlthout rrritten perml-sslon of thF Declarant. :''i :i..I l; :ti.;' . ', i' ' I ..,
i;:'.1 X.' ,' 15. ' Trash. No trash, ashes or other refuse shall be '
. -. ''ji
..1i.: IJo .ftar:'Il. LtLt r-{altlat aritllgS (JI (Jr-IaEl ..r;rq-'s '1 ,
l: i) : tfrronr or du@flon any land vtthin the Subdivlsion. Each .j :- i' i.' -__ ---Ii';lj i:.', proper ry otrer shall provide suitable receptacles for the ,. .
i:t, l,:,:. te'opor r:y storage and collection of refuse and al-l such re- -'' -.-)l''i:., l,:: te'ooor r:v storaqe and collection of refuse and al-l such re- -i' ';-1...j;;;.;il;;;;;;ii.;";;';;;;-i'"'pub1rcvtev"na-p'"io"t.a
',:.r'!.' frora d -sturbance, ald shall be Ln cornplete canformlty wl tfi " --'
::t' j. jeanitary rules and regrulatidns. No garbage lnclnceratlon ^,.r. -.1
'.t'.: i'.'-: thall oi penqitr-ed.
:ri',r '. 16. Aninals. O{'rner5 and lessees of lanil wlthin the. '.;t , .--'
, r:i;,: subdlvisicn n"allffie ordinary household pets belorgtrg to the
:ii:l i.:l housebold so long as such pets are di.sclpll.neil and do not,. .., 1. , . ..vsr
..i:; f t- congtitute an 'undue annoyance to other cr.rnera and lessees.
'::,r,:t' The Architectural Comit-tee strall. have ttre-Poarer to requlre -:
''.;;-" ; anv clrrner or lesgee of lands 1n the Subdlvlslon to refiove
.;,.};i,an.yhousehoIclpeErrh1ch1snot.dl1sc1p11nedorreh1chcongtI-...':.i' any hougeholal peE rthlch '.!t not cl1sc'.p.tl'ned or rtnl'cn consEl- ':.
,i;.,"' tui"s an undue annoyance to other o+r-ne r e or Legseeg of land
.'l:.' ln the Subdlvigion. The Architectural Corrrlttee ma'/ authorlze
:..r1 '.: the keeping of horses Ln the subdlvlsion so long as there oror
',"i. Ln the oplnion of the Archltectural CoflrTrlttee, eufflclent
.j'i. pasture ind approved facLlltLee Eor eguestrlan acElvl.tlesr. : rraintalned Ln a neat and sanltary manner'by th€ Grantor or. : EUrlnEalneo :.n a neag ano gan
t :::'..', Proir€rty Ornera Asgoclatlon.
L7. Hlnlnq. HInLng operatlone of any klnd, or quarrlng '.
shall not be-p-FfrTtLed upon or ln any of the lots ln the Sub'
dLzlsLon, nor ahall tunnelg, nlneral excavatlong or ghafta
be pernltted upon or ln any of the said 1obs.
18, Llqhtln"t. ADy llqht used to lllumlnate algns t t'
parklng areaa-F6? any ithei purpclresr 1Bha11 be so airanged'ar to refleet the llght asay frcm nearby'resldontlal prop-crtl
j/-- 19, Setback RequIr, nentg. fbora aha1l ba no
' rule for tho locitlon of I provomontB relth rolotlon.€rty llnos, but all cctuaJ constructlon altor shallthe grttton apprwal of Cf ' Archlteetural Ccnrcnltteo,
goneral
io. prop-
rocolvo
'l
20
construct
condl,tlontrea8 are
lawns and
I.
il
H
f:lln
H
Fllo,
I
,rf
-'t; -!.1. -'
t,. .f-'lrrr\rF _ -- r
I
. Landgcaplns. Ir11 surfaco areaE dlsturboil lty
lon-Efii-ff-Fe-Tcturned promptly to thelr natural
and roplanterl ln natlvo glase, excepL whero suchand ropranceo ln naEl'vo grass, excePs wn{:rs |Ju
to be Improved by the constructlon of gardenoT
exLerlor llvlng iroas, !,hlch shall be permlttod
; onlv aftor tho plane tleref
:. Arch I t ec tu r a l--Cotre+t{s;-
od by the
dqround UttItCv tlnes. All ltaterr gaar
ifune eald covenints ahall be automatlcally extended for suc-
' 23.- Duratlon. These condltlonsr reg'irlctlonsr cove-
nanta, reserGrff6f iaeenente. llens and charges ehall run
l'iwrtn ihc land and shall be btndlng on all Parties and all
1i q9rsoy, ?riT1r? -:f :I - ll.r-"r:ll{i?liiy..1:* }lll:,'lJn1lI
l^cesslve perloda of tcn (10) yeare unlese, by vote.of the
iqrnerg o-f rore than flfty percent (50t) of the prlvately-.-i-^'noa real property wlthin the boun<iariee of, the Subdlvleionr
i"'tu ts agrcei tir wr]-ttng to change or nodify-said covenante
itn rchqle or Ln Part. NothtlLhstandlng anything to the contrarf':
iihereln, these condltions, restrictlone, covenantsl t"t?TY?;..'
lOtd"r ahall ln'no way o?flct any of the-other provlelons
.rlhlch ahall .remaln ln fult foree and effect'.
litlons, easements, llene and charges may be changed, modlfled , : .
,v-or amended at any t.lrne prlor to January 1, 1999 (but ln nO i. '......
;!:-;. . .i ^z 7r.^ ^f, xa*a :lijother wavl , bv tire rvrltten consent of the ownera of rnore "''i,':,.iiltfran ""rr'er,iy-ilve percent (?5t) of the privately-owned real' . 1r-
"ii'Gopeiiy wffurf" thl boundariea of tho slHlvislon, provid-ed; : " '
iror"Lver-, that no chango, modlflcation or amendment ehall bs : I -,:."
effectlve without if,"'pifoi ipptov"f oi trt. Eagle County r .t; '..:,
Plannlng Conunlsslonr ,Ii..";!i t1, :
24.' Valldtty. Invalldatlon of, any one of these ' ; - l'i.", "::, z{.' valldtty. Inval'l'clac'.on or any one or Lrtcl,e |'acOndttton", ao6ffitions, covenanta, reseivatlons, eaeemente i .' ':
iltena and chargen or any part thereof^by Jydgments.ot Court . '', '.
,I
\
rh I'ch aha],l . remaln ln tutl loree ancr erfesE.
;., f:
25. Vlcrlatlon of Covcnantg. Vtotatlon of any of :'
tho condttloffilffiants, resorvatLonsr ease-
jjnents, lft:ng and charges hereln contalned ahall glvo.the ' .,;;;;i;;";;-;; rt; .;;;i or asersns ihe rlsht to eiter'upon -';.;,'j.the oropertv upon 6r ae to whlch guch vlolation exlsts, and .'.'l- ::,:to sinonirlli, abate-and remove, at {g^g"p"l:e.of the,owner '''.'';.
i:thereof, an| erectlon, thlng or condLtlon that rnay be or
'exlst thoro'ot contrary to the lntent and neanlng of the. pro-exlaE unereon concrary Eo Ene InfsIlL rtlr(l lrrEctrt'rrry u! ur's t/av-;vlalone horeofl and Diclarant or ltg agent or aeelgne ehall
;i not thereby be decmod gullty of_any mannsr of treepaea for ;."i i.
$ euch entrfr abatement .or removal f .,li,-'
'.A 6. 6r-L! !^ ir-!^-^^ aL- -rarrl alana u.r'nl:r{nod lrr.f 26, Rl.rht to Enforce. Tho provlslong contalned ln
:.' thte DecluraFfoi-GTilfl-EGii-and Lnura to the boneflt of and
temptlng to vlolaBe lny such covonant or rootrlotlon. :. .. .
do
'l
I
HoLr cnoss ,$eefnrc lss0clArl06,
RTOIIIL.OFL'AY TASEI.IilIT
Fr0t AIJtr lStXsI PRIS-EImS. fhat tbc ualter'lgnod.l
E. Wr ur I s Noi--]
J''r'ji ., -. .:' ..:,
..!, :. ; for a fieod. antl vslu^rtlo conskloratlon, lho rocolpt '*horoof ls horobtr aclsrov-
:-..'.lotl6ort,do-|roroby6rcrrtuntoIIoIJc!ossEicTnIcAsscol/\TIoIItI,lc.|BooqD-l--. ' ., ' --.ir-- ..^1.^'+r rr ^- ulr^-. *^.r^fflra n,rAsra rr rll rnr:arl atar.rr-- a^t^s6t^ r-,|'' -' , i eratlvc corDoratlotr, vhoso postoff lce atldroan ln Glowooil Sorln6e , Colorrdo. andl r,r .;;..::' to ltc ouecosaors anil oealgnu, tba rlght to ontor u'ron lanilc of th6 uatlorslgnedl .'t,.
,.',1 .','..' sltuato lr tha County of Ercr r , Etato of Colorado, aDA nors parttcrrl- .;rr"':
: j.' ' arly ilo6etlbadl as follorlt . ,. ,-. ..'t.,
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'1_-_1...i -'.. yllH FUTURE 0 €LOpHENT OR us€ oF ?HE LAflD; A{ ALT€n}r^T6 LOCATION ._::
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- to crrt d,orm. froq tfuno to tiue all deail, rroak, loanlng or dlnngoroue treer tbet . . . ...
:liil .;: . are tall enou6b to strlko the n'Iror ta falliugr '... ''::i:i',*,;..: ' '
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.. ''.']l.i:': qlthor r*ho-liy or rrartlsllv at the rllrlnnnA of thr rnlil Cooneratlva. rha1l n''..,i;!, t . sltber t*ho-.riy or Trartlslly at tho oT)oDBo of thr rnld Coqnoratlvo. tha1l mnoltr ..1
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Tayvel Envircnmental Land ComDany
Box 763 Vail, Colorado 81657
303/476-2412 303 / 47 6-2 2 57
November 13, L973
Mr, Robert Barr
Eagle County Planning CommissionP. O. Box 789Eagle, Colorado 8i631
Dear Mr. Barr:
Enclosed please find. the covenant change we discussedtoday. If you have any questions please conlact me.
It is my understanding that theon the agenda for the Novernbertime I r,vill present the signed
matter will be placed
21st meeting. At thatpetition.
Very truly yours,
TAWEL ENVIRONMENTAL IAND COMPANY
Peter AlexanderVice President
PA/g3w
Enclosure
RECEIVED
NOV r ,, rQ7?" IJI J
Oept. 0t Pla,ifl:l ,, l
Eagle Count/, tl.rl,t.
AII4ENDIqENT TO PR,OTECTI\rE coVENANTs
OF
LIONIS RIDGE SUBDIVISION
FILING NO. 2
i EAGEL COUNTY. COLORADO
The ProtectiveNo. 2, EagJ-e County,
a.tAdd Paragraph:
2 (c) (1)
3 (b)
Covenants
Colorado,
Iots d.esignated as Lots 1, 2 and,3 shai.l be used. onlv as d,oubleresident,ial lots, aid the Lotdesignat,ed as Iot 4 shal_I beueed only {a residential_ i.ot.
of Lion's Ridge Subdivisionl Filingare hereby anended as follows:
"Double Residential Lot', shal1meanffiusedfor residential- purposes only.and upon which not more thanone building cont,aining notmore than two dwelling units,together with not more thanone garage outbuild,ing, maybe constructed.
De1ete paragraph 3 (b) and substitute therefore:
RECEIVED
NOV t r Et3
Pla|ili'i
Coun;i,
Dept.0f
Eagle
a joint
'i
'
Chamonix Cha)"et, a partnership
Bv
yartner
Charles H. Rosenquist
Fred Erb
W ;2.-,1 tl t:"-i?
$qrrett Mourrr
Ster,rart, H. Bror.rn
Jerry Muth
PARCEL OR
LOT OWNED
Parcel B
Parce1 C
Parcel D(part of)
Parcel E
Lots G-2,G-3,
G-5,G_6
Lots 1, 2
Parcel A
ParceL D(part of)
Lot G-7
Lot G-8
Lot 3
Lot G-l
lot c-4
Exhibit A
i /'!r.1F r ^F1\\-IttAtr.E
J. / 6y4
LL.0237
I2.4882
46.3075
9.3025
1. 8878
6L.254L
).u4
, L.+4JL
.7947
.7070
,8808
t.776L
PERCENT OF
PRIVATELY OWNED
PROPERTY IN
SUBDIVISION
'>
8
29
6
1
1
u.5
59
By
0.5
By
By
RECEIVED
NOV i 4 1973
Dept. 0t Planning & Devel
[agle County, Coto.
1 1nn
CONSENT TO AMEND THE PROTECTIVE COVENANTS OF
LION'S RIDGE SUBDIVISION, FILING NO. Z
EActE cOuNTY, CoLOMDO
We the undersigned owners of real property in Lionrs
Ridge Subdivision, Filing No. 2, hereby consent to the
amendment to the protective covenants of said subdivision
as set forth in Exhibit A attached hereto.
RECEIVED
NOV t 4 1973
Dept. 0t Planning & Devel
fugle Coung/, Colo,
1:'J ,, A'!rllil e;:.n
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CONSENT TO AMEND THE PROTECTTVE COVENANTS OF
I,IONIS RIDGE SUBDIVISION, FILING NO.2
EAGLE COUNTY, COT.,ORADO
. We the owners of real property in Lj-onrs
Ridge Subdivision, Filing No. Two (2), hereby
consent, by signature on Exhibit, A attached
hereto, to the amendment to the protective
Covenants of said. Subdivision as set. forth
in Exhibit B attached hereto.
L-ig"]r Ridge Venrures, a joint
venture
Charles H. Rosenquist
fred hrb
Stehrart H. Bronn
$1
Pareel A
Parcel D(part of) 5.04
By
PARCEL OR
LOT OWNED
Parcel B
Parcel C
Parcel D(part of)
Parcel E
Lots G-2,G-5,
G-5,G-6
Lots 1, 2
Lot G-8
Lot 3
lot c-4
A r/r'1F i ^h*tt- ltEALr.e
3.7894
11.0237
72.4882
46.3075
9.3025
L.8878
6L.2547
t.4zs2
.7947
.7070
,8g0g
L.776L
:
PERCENT OF
PRIVATELY OWNED
PROPERTY IN
SUBDIVISION
.1
8
29
6
J9
1
U.J
0.5
a partnership
Exhibir A
I. J.UU
AMENDMENT TO PROTECTIVE COVENANTS
OF
LION'S RIDGE SUBDIVISION
FILING NO. 2
EAGLE COUNTY, COLORADO
The Protective covenants of Lion's Ridge Subdivision Filing No. 2,Eagle County, Colorado, are hereby amended is follows:
Add paragraph:
2 (c) (f) "Double Residential Lot" shall
mean a tot which can be usedfor resjdential purposes only
and upon which not more than
one buildjng containing not
more than two dwelling units,
together wjth not more than
one garage outbuilding may
be constructed.
De1ete paragrraph 3 (b) and substitute therefore:
3 (b) Lots designated as Lots I and 2
sha1l be used oniy as double
resident'ial 1ots, and the jots
designated as Lots 3 and 4 shall
be used only as residentia1 jots.
EXHIBIT ''B,.
EAGLE COUNTY PLANNING COMMISSION
COURTHOUS€
E"91", C"lo*J" 8t631
'Deeernber 27 , Ia??.
Board of Cotrnt.rr Corrnlssioners
Eagler tiorrntv
near Sirs:
It r,ras the declsion of the Eagle County Plannlnu Cornrnlssion that a.n
exernDtion be granted to Lions Ridee Ventures on Pareel- D of Lions
Ridse Filin1 * 2, subjeet to the fol-lowing recomrnendation;
1. That there be no rirther exernntJ.on s on Tract D.
2 . liro devel-oonent on land ..ri th j04 or more slooe.
3. That an;r clevel orment on land tnLh I54 or more slope be rerrl er^red by
the Plannins Corunis sion.
l+. That it be understood that the 1an'r ruas still subjeet to its orisinal
. eovenants and. repr--sentations.
5, Tha.t drainage and utir.itles ease'rents he rerrier,ted btr t e olanninq
cornml s sl-on r:rior to further develonrnent
C,h etrrnan
APPLICATION FOR EXEMPTION FROM
EAGLE COUNTY SUBDIVISION REGULATIONS
Pursuant to Section 6.01 of the Eagle County Sub-
division Regulations, our proposed sale of a portion of
Parcel D, tion's Ridge Subdivlsion Filing No, 2 located in
the west Vail area and comprising 5.04 acres more or less
divided into 2 interests for the folIowing reasons:
1. The 5.04 acre parcel is proposed to be sold to
Byron D. Brown and Louis F. Livingston doing business as
Chamonix Chal-et. Messrs. Brown and Livingston plan a develop-
ment of mult,i-family residential units, the exact nature and
characteristics of which will be the subject of an additional
Subdivision Application,as such time as actual development
plans are formulated. The sale of the subject 5.04 acre parcel
should be excluded from the definition of the term "subdivision"
as set forth in Section L.08 of the Subdivision ReguJ.ations of
Eagle County because the purpose and intent of the Subdivision
Regulations will not be contravened by the sale of such tract.
2. The primary subdivision developer, I-,ionrs Ridge
Ventures, has completed the rough grading of the road on which
the 5.04 acre parcel fronts and has brought water and sewer
collection lines to the road at the edge of the parcel.
3. The parcel is subject, to land use covenants
restrictions previously approved by the Planning Commission
the time of its approval of Lion's Ridge subdivision FiJ.ing
2.
and
ct t-
No.
4. The PLanning Cornmission will be presented with
a further proceeding by Messrs. Brown and T,ivingston doing
business as Chamonix Chalet at such time when the actual
deveJ.opment of the parcel for a condomj.nium subdivision or
other subd,ivision defined in the Subdivision Regulations is
proposed,.
/
a
It is understood that any action by this Commission
granting said request for said Regulations Exemption appties
only to the sale of the parcel as shown on the survey map and
description attached hereto.
I,ION'S RIDGE VENTURES
BY:
Dated:
By:
Board this
det,ermines
poses for
therefore
RESOLUTION
The foregoing has been sonsidered
day of , 1972, which finds
that this Division of Lands is not within the
which the Subdivision Regulations $rere adopted
said. Application is Granted (Denied).
by the
and
pur-
and
BOARD OF COUNTY COMMISSIONERS
OF EAGLE COUNTY
-2^
Decembe r
box r oo
t972
vail, colorado sl6s7 303.476-5613
A
TO:COUNTY PLANN I NG COMM I ss t0N
COMMISSIONFROM: TOV.IN 0F VA I L PLANN ING
RE:RESUBD IV IS ION OF L ION I S R IDGE BLOCK C
Pursuanf to Eagle County Subdivision regulaiions, the Town of Vai I
Planning Commission submits fhe following evaluailon and recom-
mendations pertaining to the resubdivision of Lionrs Ridge, Block C:
L Water (Seciion 5.04)
a. ln conformance with this section, adequacy of water. supply
for the tota I deve lopment must be documented. The deve loper
has not submitted adequate information about the water
supply system based upon the entire Lionrs Ridge Subdivision
as it wi ll be affected by the higher density for the re-
subd i vi s i on of B lock C.
b. The existing 6tt water line which serves Block C appears
to be inadequate based upon the density of the resubdivision.
We recommend that a larger water supply line be provided.
2. Utilifies
a, U+i lity easements have not been provided by the develoPer,
b . Based upon obse rvat ions by the Town Eng i nee r, d ra i nage i s
not as represented. The deve loper used ca lcu I at ions based
upon four concrete culverts when in fact, only two cor-
rugafed s+eel pipes are provided. The Town Engineer points
out that the drainage capacity for the corrugated steel
pipe is less than the concrete cluverts used for calculations' We suggest you require resubmission of calculations for
drainage.
0pen drainage easemenf of l5r is shown on pla-f; a 20t
easement is required by Eagle County Subdivision Regulations.
P rotect i on
0nly one fire plug appears on the subdivision plat to serve
a one-half mile distance. The Vail Fire Department recom-
mends that one fire plug be provided for every 500t with a
maximum of 150 I to any bui lding. The Planning Commission
feels th at the Vail Fire Deoartrnent recomnendafion be
adhered to end that the one f ire pluE provided is grossly
inadequate to serve fhe subdivision.
The subdivision has nof signed a fire protection agreement
with the Vail Fire Protection District, which we strongly
c.
Fire
4..
F"S
County Planning 0ommi ssion
DecembeF 6, 1972
Page 2
!
recommend for adeq uate f i re p rofect ion . We fee I th i
shou ld be done before any construction commences.
4.
q
Noi se Pol lution
state Seventy wi
and that the noi
i ng and berms.
- We fee I that fhell have an adversese pollution shou
( See attached) .
close proximify fo Inter-
af fect on the res i dents,d be lessened by tree planf-
Dens i ty - The deve I ope r hasfor the' resubd iv is ion. Wepopulation to determine the
will have upon fhe existing
f ac i I i t ies .
not stated the proposed densitY
must know the dens ity and projected
impact the density of ihe subdivision
mounta in facilifies and recreational
6. Green belt or Common Areas - The developers have stated *hai
they do not feel they should provide open areas as this is
merely a resubdivision. We f eel green areas should be provided
by the developer. We also feel *haf amenities should be provided
so as to lessen the pressure on town facilities which would be
created by the development. An alternative to public green
areas would be to allow a maximum coverage bf approximately
50S by buildings and parking, thus leaving open space,
7. Covenants - Under Sectlon l4 of the Covenanis, we feel fhere
should be a specific period of time stated for returning the
area to its natural vegetation and existing condition.
Architectural (Section 5.09.03) - Building design should be
compatible with existing structures in the area. We recommendthat an effort be made fo design structures in such a way to
provide a view from each dwelling unit, and that no structure
be so high as
9. .l{e recommend
deve loper to
t0. We recomme n d
0rdinance.
il.
12.
to block anothe r I s view.
that a performance bond be required from the
assure the completion of public improvements.
that all signs conform to the Town of Vail Sign
A letter of approval from the State Highway Department on
frontage'road access should be required. We also suggest that
a collector road be Drovided to serve thc subdivision as
required by Senate Bill 35, Section Xl-2.
The developer has not indicafed setback requirements. lt is
highly recommended that a minimum of l0r setbacks from fheproperty line be required to provide for fire access and some
green a reas between buildings.
feel the subiiivisionr d5 submitle.i , should be disapproved.
$'r
Telco
Tayvel Environmental Land Company
Box 763 Vail, Colorado 81657
Telephone: 3031 476 2412
November L0, 1972
Mr. Hubert Peterson, Chai rman
Eagle County P'lanning Commission
County Courthouse
Eagl e, Col orado 81631
Dear Hubert:
Enclosed, as you requestedr are the fjfteen copies of
documents pertaining to the proposed app'lication for
exemption from Subdivision Regulations for a 5-acreparcel in Tract D, Lion's Ridge Subdivision, Fi'ling
No. 2.
If you need any further information, or if I can be of
help in any way, please let me know.
S'i ncerel y ,
TAYVEL ENVIRONMENTAL LAND COMPANY
Thomas J. Tay'lor
Vice President
TilT/dr
Enclosures
P.S. Jerry Gamba is forwardi ng f ifteen copi es of the p'lat.
t\
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0ctober 27, 1972
A tract of'land in Parcel D of Lion's Ridge subdivision, Fi'ling No. z,
!99tio1 12, Towns.hip 5. south, Rbnge Bl tJeit of the 6th Frincipi't tteri-d'ran, as recorded in the office of the clerk and Recorder, coiinty ofEagle, state of colorado, more particurarry described as tieginningrit tnesoutheaster]V corner of said parcel D;
thence N 23oll'17" l,l 337.95 ?eet;
thence ?50.67 feet along the arc of a curve having a radius of l03i.7zfeet and q-long chord bearing S 64"29'02,' W ?50.05 feet;thence S 7]"26'39"'l,l 14.5] feet;
thence 192.83 feet along the arc of a curve having a radius 0f glg.g3
feet and q-jg1g chord bearing S 6EoZ6,AZ" l.l 192.47 feet;thence S 59026'04', l,/ 217.74 feet;
thence S 30033'56" E 324.73 feeti
thence N 64o29'0e" E_ 631.48 feet'to the point of beg'lnni.ng, containing5.04 acre,s, more or less.
Z ,,,
=4x>\J<o^ZY
-lJa<wElrl .\zJ(.'Hz\)iJ rqo(JGO
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triEtti
r-frEal!IE-ELTI TEE
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Novenber 29, L972
Hubert N. Petersoo, Chafumaa
Eagle Valley PlaDo{"g & Zonlng Commlselon
Eagle, Colorado 81631
RE: 5 Acre Parcel
Llonre Ridge SubdlvisionFiling #2
A portion of parcel D
Dea! Mr. Peterson:
I an in recelpt of and agreeoent wlth Mr. Byron D. Brownrg proposalto eetabllsh utiJ.ity easementa nhen they have completed their Maater
PLan for the abone uentloned 5 acre parcel.
Ife hereby withdraw our request tn uy letter of November 15th for an
easem@t along the uestero property 1lne of above eaid parcel.
Sincerely,
HOLY CROSS EI,ECTRIC ASSOCIATION, INC.
(.&n -, o.,-.' 72 r,, #l-,/-A-
Clenons M. Kopf, Systen Englneer
cc: Thooae J. Taylor
CLareoce Rasoussen
Byron D. Broron
CMK/ep
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Novennber 15, L972
Hubert N. Petereon, Chafumaop.egle Valley Planntng & ZonLng Cmiesion
Eagle, Colorailo 81631
RE: 5 Acre Parcel
Llonrs Ridge Subdtvtsion
Filing #2, a Portlon of parcel D
Dear Dfr. Peterson:
lle have revised the application for erernFtion fron the EagJ.e County
Subdlvlsion regulatione for a 5.0417 acre parcel which is proposed to
be solal to Mr. Byron D. Brown and Louie F. Livingeton doLng buslness
as Cbamoolx Chalet.
We requeet that a teD foot wide utl.lity easenent be dedlcated aloag the
western property llne of above eaLd five acre parcel. Said weeteroproperty llne bears a course of south 30" 33 I 56rt east aad a dlstanceof 324.73 feex.
This easeoent can be elther flve feet on either elde of the ment Lonedproperty Llne or ten feet l-nsl-de the flve acre parcel.
Sincerely,
cc: Byron D. Brom
Thmas J. Taylor
Clarence B. Ragmusgen
CMK/ep
BYRON D. BROWN Box b47-vArL.coLoRADo Bi6s7 oFFrcErELEpHoNE.. 476-2211
REAL ESTATE CO.Corner of Bridge Street & Gore Creek Drive
November 20, L972
Mr. Hubert N. Peterson, Chairman
8ag1€ Valley Planning & Zoning Conuri ssion
Eagle, Colorado 81631
RE: 5 Acre Parcel
Lionrs Riilge subdlivision
iling #2 I a Portion of Parcel D
Dear !lr. Peterson:
I have received a copy of the letter written to you by !tr. Cl€nons Kppf,
Systens Engineer for Holy Cross Electric tssociationl Inc., reqJueating a utilities
easenent along the west property line of the 5 acre parceJ.. Since the receipt of
said lstter, I have hacl telephone discussions with Ur. Iblrf , nho r€quested that I
nrite this letter to you.
We hereby state as purchasers . tha!, it this tine, it is very undesirable
to grant a utility eas€ment where we are not gsre the utilities will be going.
tfhen re have finished our naster planz it will have been coordinated with Holy
Cross Electric. Utility easenents will be established and we will grant gaid util-
ity easements rthen we file our final plans. These utility easements will be coord-
inated wj,th all utility ccmpanies and will have the approval of the planning comris-
sion.
very truly yours,
rt d'"-*
Brown
Presidentl Chamonix Chalets - ':,,r'';'.
cc: flmmAs.lgaflor
clemons Kopf
Clarence Ragmugsen
I€uis Livlnqston
Hubert weinshienk
Box 386 Eagle, Colorado 81631
Novomben 16, 1972
Eagle County Planntng ComrlssLonEagle, Colorado 81681
Gentlemeni
The appllcation for exemptlon from eounty regulatlons oftlons Rtdge, Percel D, concernlng tbansfen of land fnomElons Rldge Venbur€s to Chamonlx Chalet was refe:::red toEagle Counby So11 Conservatlon Dl*trlct fon nevlew and.
comment.
ff the ner owners wllt be requlred. to suhlt Flans totho commtsston for neview prlon to startlng a-ny constru.c-tLon, we have no obJectlon to gnantlng bbls exsmptlon.llno plens should. lnclude eroslon and. sedlment oontrolpIans, plans to savo natLve vegetatlon and revegetatlonplane. fe wouLd. also llke to r"econunend. tlrab no constnretlonbe aLlowed on slopss of more than 3OS and. very llrrlted
eonsbmetLon on slopes of more than 15%.
Your.s tnrly,
f "fj
Rogs E. Chambers
Pr.esld.ent
IJNITED g-TATESt.-
SOIL CONSERVATION
F.0. B9x 586, Eaglo,Colonado 81551
:
Novemben 15;1972
Ross Chombers, Fre$ld.ent
Eagle Counby So11 Consenvatlon DlstnlotP.0. Box 386
Sagla, Colonado 81661
Dear Ross i
The appllcatlon fon exemptlon from county regulatlons of'lions R[d.ge, Parcel D, ooncornlng transfer of 1and- fnomLlons Rtdge Ventunes to Chanonlx Chalet was refenred tothe Soil Consenvatlon Servlce for revLew and. corunent,
Muoh of thlg a:rea ls, qulbe stoop and has. a sovelre llmltatlonfor' buflcilng constmctlon. Any cons.tructton should be
conflned to slopes of less Ehran L5fi as much as possible.A goodt pLan fon enoslon gnd eed.luent control, as te.ll agplans,tg save natl^vo_vqgetation and revegetatlon should
. be developcd. and follored..
U copy of, the applleatlon for exemptlon ls attatched.
Slncerely,
ENVIRONMENTAL HEALTH
Box 8ll - Eagle County Courthouse
Eagle, Colorado 81631
Yail 47G5613 Eagle 328-7718 Basalt 927-3322
MEb{OiIANDUI'I
Date: November 29, t972
To: Eagle County Planning Conrnlssion
From: Erik W. Edeen, Ii.P.S.
il.e: Lionrs,lidge Subdivi sion
Filing f 2
Proposed resubdivision of Parcel D.
I,Ie have reviewed the plans of the above referenced subdivision and
subroi t the following conrtrents:
(1) Confifinatlon fron the Lionrs Ridge Water District was not
inc l uded.
(2) Confirmation from the Upper Eag!.e Valley Sanitation District
has not been provided.
la, nr Ita ' t-/
EWE/bw
cc: Eagle County Coruni ssioners
State llealth Department
tnwn
Decembe r B, 1912
box r oo vail, colorado 8r6sz 303.476-5613
PLANN I NG COMI4ISS ION
c0r4r4lsst0N
TO:
FROM:
RE
EAGLE qOUNTY
vntL pl-Rttt'tit'to
GENERAL COMMENTS - RESUBDIVISION OF LIONIS RIDGE BLOCK C
It is the position of the Vail Planning Commission that the proposed
resubdivision of Block C into l9 separate lots is an inappropriate
design for this parcel of land. We do not feel that motivation for
resubdivision should be based upon providing flexibility for the'developerrs sales prospeets. The developer has maintained that
the proposed lot conf iguration gives him sales f l'exibility. We take
issue with this concepf, in that once lot lines are establsihed,the developer will be severely limited in the placement of structures
with the smaller lots. Furthermore, the developer has not made a
conclusive argument that the existing platting is not the best con=
figuration for fhe land. He has failed to define what the proposed
uses for the property will be and what the projected population
estimate is. Due to the location of the subdivision, we feel all of
these considerations are exfremely important.
We would, in general, like to recommend that all subdivisions of
a similar scope be held in abeyance until such time as the Couniy
Planner has an opportunity fo review each subdivision request. Since
Mr. Blair will be assuming his duties as of January l, we feel it
would be a regrettable siiuation if he is not permitted to review
and comment on these subd ivis ions.
As further evidence of problems that we foresee with this particular
subdivision, please see attached evaluation and recommendations
for the resubdivision of Lionrts Ridge Block C.
Yours tru ly,
TOWN^OF VAIL PIANNING COMMISSION
O/z/A' ffi'4
Robert R. C lark
Cha i rma n
J-!UI
ri_
///a/=-
APPLICATION FOR EXEMPTION FROM
EAGLE COUNTY SUBDIVISION REGUI,ATIONS
Pursuant to Section 6.01 of the Eagle County Sub-
division Regulations, our proposed sale of a portion of
Parcel D, Lion's Rid.ge Subdivision Filing No. 2 located in
the west VaiI area and comprising 5.04 acres more or less
divided into 2 interests for the following reasons:
' l-. The 5.04 aere parcel -is proposed to be sold to
Byron D. Brown and Louis F. Livingston doinc; business as
Chamonix Chalet. Messrs. Brown and Livingston plan a deveJ-op-
lnent of multi-family residential units, the exact nature and
characteristics of which will be the subject of an additional
Subdivision AppJ-ication as such time as actual developrnent
plans are formulated. The sale of the subject 5.04 acre parcel
should be excLuded from the d.efinition of the term "subdivision"
as set forth in Section 1.08 of the Subdivision Regulations of
Eagle County because the purpose and intent of the Subdivision
Regulations will not be contravened by the sale of such trac^t.
2. ,The primary subdivision developer, Lionrs Ridge
Ventures, has completed the rough grading of the road on whi.elr,-
the 5.04 acre parcel- fronts and has brought water and sewer
co.LLection lines to the road at the edge of the parcel.
3. The parcel is subject to land. use covenants
and restrictions previously approved by the Planning Commission
at, the time of its approval of Lion's Ridge Subdivision Filing
No.2.
4. The Planning Commission will be presented vrith
a further proceeding by Messrs. Brown and Livingston doing
business as Chamonix ChaLet at such time when the actual
development of the parcel for a condominiurn subdiv.ision
other subdivision d,efined in the Subdivision Regulations
proposed
-
by this Commission
Exemptlon applies
the survey map and
It ls understood that any actJ.on
grantl-ng sald request for sald ReguLati.ong
only to the sale of the parcel as.shown on
description attaehed hereto.
LION'S RIDGE VENTURES
BY:
Dated:Received:
By:
R.ESOTUTION
The foregoing application has been considered
Board this day of , L972, which finds
determines that this Division of Lands is not within the pur-
poses for which the Subdivision Regulations were adopted and
therefore said Apptication is Granted (Denied).
by the
and
-2-
BOARD OF COUNTY COMMTSSIONERS
OF EAGLE COUNTY
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SUB,IECT: Fillng IO-72
Lions Rld,ge Flllne #2
Etrts gubmlttaL ls the sketch plan for the poroposed ftling of Lions
Rtdge #2 subrlivlslon.
lbe proposecl progran includ,es a planned, unLt develolment over tbe
rralley ancl nountain a,rea behlnd, the rltlge. The ba].ance of tJre lantl
vorrltl be divld.etl into 9 cotunercial lotsr l3 tluplex lotsp and, 2 la,rge
comercial 1nrcels.
Ikre roacl can be designed. and, constructetl to confornr to corulty sta'ndlard.s.
In sone areas speclal treatnent uay be reqrdrecl to ellmlnate large cuts
and. f111s. Comunlty xater and sefler systems are proposed, to serve the
tlevelopnent.
It vould. Bppear that this proJect canr be tl,evelopetl in sccortliance fllth
the crlterie of the subd.ivlston regulatlons.
It i6 rec@end.ed. that this cLevelopent be considlered as a Category I
SubdLvleion vith all subnittals as reqrdreal by tbe regulatil.ons.
Jerme F. Gardbs
EE & L,S 5933
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Dnr{ng thc skctoh plrn rcrlcr of thlc drvrlopntr tb dcvcLopcrrlmr erkcd to rtrtc Llrlts on thc s.ltt.nto nub* of ultt F*r
porcd ln tbc drvcloFent,
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TO: EagLe County Planning Comnlssion
RE: Sehate Bll-L 35 - Concernlng the Divislon of Lancls lnto Sltes, Tyacts,
or tots and, Provld,ing for tbe Regulation llhereof
Gentl"emen :
Drrtng tbe week of l.fay B, 1972 Senate 8111 llo. 35 was epparently sLgned,into l-av by the Governor. /\ copy of this biLl 1s attacbed for your re-
iriev ard enlightennent. Uporr read.lng tlris pleee of leglsLatlon I found
nyself confused. concern:ing vhat effect 1t nay or nay not have upon the
exlsting subcLivlsion reguJ-ations of Eagle Courty and. on the actlon avail-
able to the Plannlng Couuission or County Comlssioners. I suspect that
the Board. nenbers of the Fta,n::lng Co@ission may flncl themselves in a
similar quand.ry a.fter revlel,,ing thls d.oculent. I therefore recormend,
that the county attorney be aseigned. the task of revieving this docu-
nent Ln the light of its effects on l-and. d.eveJ-opment in Eagl-e County.
fn ord,er to stay wlthin the l"aws of the State anil tbe Courty a report
sbould, be wrltten by the county attorney erplicitly stating whieh clo-
crnent takes precedence ln each iten of the regulatLons. ft is firrtber
recomneniled. that the county subdlvlsion reguJ-atlons be revised. as soon
as posslbl.e to conform vith any confl-ieting artLcles in Senate BfI1. 35in ord,er that the Commlssion anal devel-opers in the county nay be apprlsed,
of proper proceilures for developnent, submlttal"s, and. reviev. It is felt
that ln any revlslon of the subd,lylsion regulations rerrlslons shouLd be
nade for speeiaL eonsld,eration of conilominiun ancl tovnhouse d.evelopment,
rather than atteupting to flt them lnto a d,ocr.ment sin:ilar to the present
subcLivislon regulations.
DIN!8L t EOPnU|IXAI A. E.'sUd' lflnaA
lri.lrisl lfo, I Di..rict No. t
The Board of Gounty Commissioners , Ea$le Counry Golorado
Phono 328.6377 Eaglq Colorado 81631
9 l(ay L972
Eldorado Engineering
P.O. Box 669
Glenwood Springs, CoLorado 81601
Dear Mr. Gamba:
Belatedly Ehis wil-1 confirm my previous oral,
opinion Ehat any division of land into more Ehan 4
parcels would be category I subdivisions and it is up
to the developer fo apply for variances which the
Commission may or may not grant.
Divisions of l-and into 4 or less parcels can be
handled as caEegory II subdivisions in which case Ehe
developer may apply for a waiver which the Cosulission
may or may not grant.
Regards,
County Attorney
HRII/gs
cc: llubert Petersen
CIAUDE L CITrfD
Diet t llo, I
IUCE V/TADER - Corrg A.ror&t !a...is! of Ec.ld . Fir.r U.odrt .f Lortl lllllVEtt n. EdUt . Coutt ClrL
May 2* L972
The Eagle County planning CommissionEagle County CourthouseEagle, Colorado 81631
Attn: Mr. Hubert Peterson,
Chairma.n
Dear llubert:
Thank you for setting-up the site tours of the two subdivisionproposals. It always helps me to g:et out on the ground andhave most questions answered at that ti-me. However, a fewquestions remain t-n my mind about the Lions Ridge second filingprellliinar:y subdivision plat:
]. Due to the general steepness of the topography, it isobvious that many special considerations are necesslry withrespect to road construction and ali-gnment such as the t.imbercribbing suggest.ed by the developer. It appears from thepreli:ninary plat that the utility corridor is paralleling orwithin the roadway. I wonder if the utii-ity companies cinlive with the criteria proposed. perhaps a-meetlng should beheld by the developer with the six utilities to resolve bhenarrow corridor question. It might also help the utilityengineers and the commission if the planner provided an overlayshowing lhe percenL slopes (e.g. 0 to 15, 16 to 25. 26 to 35.and greater than 368 slopei and another overlay sliowing theproposed utility corridors.35r2, Quite a few dwelling units (500-600) are proposed onthe upper dead-end road. fs this a safe and hrorkable nunrberwith the potential for stuck vehicles on icy roads, and wj_threspect to fire eguipment. ambulances, etc.?
3. The developer's geologic consuitant stated that aminimal rock fa11 hazard is piesent on the site. It appears
-2-
to mer'howe..,er, that a significant rock fa1 I hazard. may bepresent during the road, utility, and building construction
phases.
4. As a director of the Upper Eagle Valley SanitationDistrict, I do not feel that the UEVSD can unequivicablyoffer sewage treatment service due to plant/line capacities:
a. During the Easter weekend, L972, the Avonplant was at about 3/4 af the theoretic
capacity
b. The UEVSD has an agreement with the Vail
Water and Sani.f.ation Drstri.ct tc) treattheir excess effl_uence, but aL t.his point
in tjme we do not have auy estj.mates of
. how much effluence Vail will be providing.' Also, the UEVSD does not have the datato predict effluence from lhose subdivisionsalready approved within the UEVSD.
5. As v/e all know, the Denver Water Board has a proposeddiversion on Sandstone Creek. Therefcre, the commission willneed specific stream fiow i,tratet: rj_qhL analyses to judge theadequacy of the p::oposed systen. Ine rhcuLd also he caref:_r-lif an Eagle County subdivision helped to dry-up a creek, we
may anticipate considerable public and private reaction onboth sides of the Continental Divide.
6. Apparently the total population of the proposed sub-division rvil1 be about 3,500. Some offsite impact is probable
and I suggest that we should solicit the school- boards adviseon potential st.udents, school bus routing, etc. A1so, the
employee housing situation should be discussed. WiLh respectto the fi-re and police protection, we can anticipate about10r500 resident and guest beds wiLhin the Gore Vall-ey by thiswinter. About 7,500 or these beds v;rii be within Vail Villageand served by the existing police and fire protection. Howeverrabout 3,000 becis will be outside of the Vail district. This
may cause t.he Eagle County sheriff's department to be understaffed,As a practicaf matter. requests for emergency fire and policeservices are provided by the Town of Vail. However, they arestaffed to handle the Vail population demand only.
7. I am quite concerned that we provide the opportunityfor public information on planning Commission activity. Atthe last few meetings you wil] note that attendance is primarilyby developers. I fee1 that we must publish commj.ssion meetingdates, agendas, and other nervs releases to provide the public
and interested agencies the opportuniEy to participate.
.t
-3-
Publlc information is going to be particularly rrecessarlzwith the proposed road and utiJ.ity construction on BI,Mand along the vrater and travel influence zone of BuffehrCreek.
Very truly yours,
Chan
CWW3 ss
cc: J. Ilitchell Hoyt
Rod Slifer
Eldorado Engineering
Gerald E. Brown
\-A-.h-
Telco
Tayvel Environmental Land Company
Box 763 Vail, Colorado 81657
Telephone: 3031 476 2412
Eagle County Pl
Eagl e County
Eag1 e, Col orado
anning Commlssion
August 30, 1972
Gentl emen:
This is to inform you that all supplementa'l information
furnlshed wlth the pre'lim'inary plat of Lion's Ridgefiling number two is valid for the final p1at.
Si ncere'l y,
LION'S RIDGE VENTURES
TTlat
Thoma s
TfuHffi@
Tayt €l Environmental Land Company
Box 763 Vail, Colorado 81657
Teleohone: SOgl 476 2412
Eagle County Planning Comnlssion
Eagle County Court House
Eagle, Colorado 81631
May'16, 1972
Gentl emen:
The enclosed lnfonnation outlines our plans for LJon's R'ldge
Subdlvision Filing II. The preliminary subdlvlsion plat and
the supporting information required by law to be submitted is
i ncl uded.
Thank you for your conslderatlon and cooperatlon.
Sincerely yours,
ENVIRONMENTAL LAND COI4PANY
PHT: eas
Encl osures
ELEONADO II'iGiNIEIIING COM;>ANY
P. 0. Bcx 669 803 Colorado Avenr e
GLENWOOD SPRIIiGS, COLORADO 81601
Ptrc|rc 3oil g4l5.gtttl
Ta;rre1 E::rlrornental lan d Co.
LET'TER @F TRANSNfr IT'TAL
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ATTENTION
Llonrs Rl'J.ge
the following items:
TO
5ox ,r.63
'isj,1, Coloi'a4o 8f55?
GENTLEMEN:
WE
tr
!
ARE
Shop
copy
SENDING YOU
drawings
of letter
E Attached n
! Prints
fl Change order
Under separate cover via
E Plans E Samples ! Specifications
tr
coPtEs DATE NO.DESCRIPTION
2 s/blr':Idont r lStia;c li,ih,rll.:'nicn lio.i - t'j,rter ijystero
THESE ARE
!
tr
trt
tr
tr
TRANSMITTED
For a pproval
For your use
As requested
as checked below:
! Approved
fl Approved
n Returned
as submitted
as noted
for corrections
E Resubmit-copies for approval
D Submit-cooies lor distribution
n Return
-corrected
prints
For review and comment
FOR BIDS DUE
!
19- I] PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
tD,n ?4lO |rr t rlrd 36i6t Sftirr tE., hrna, r|rr ,t encrorures are not as noted, ktndly notitf t,s ,t oncc.
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October 20, 1970
Eagle County Planning Cornrnis sion
Eagle C ounty Courthouse
Eagle, Colorado
ATTENTION: Mr. Jerorne F. Garnba
Planning Comrnis sion Engineer
Gentlernen:
Enclosed please find three (3) copies of the Lionts Ridge Road Plan
and three (3) typical sections.
These roads and their rights-of-way have been dedicated to Eagle County
by the Lionts Ridge Subdivision filing of Jrfly 2,5, L969. The roads have been
designed and constructed in accordance with County requirernents of alignrnent
and grade and the Colorado State Highway Departrnent specifications. Included
witlrin the property are 72Q0 linear feet of biturninou s surfaced roads.
On Wednesday, Septernber 23, 1970, the road systern was inspected by
Mr, A. E. Marks, Mr. Bernard B. Ginther, and the undersigned. Discrepan-
cies noted at this i.nspection were: (l) five rnanhole covers project above the
paved surface high enough to interfere with snow rernoval operations; (Z) t'riro
subgrade failures were noted on the West Loop Road at stations 90+06 andt0t+12' These were caused by excavation and poorly cornpacted backfill at
recent breaks in the water lines at these locations, and has resulted in slight
depressions in the pavernent.
The rnanhole castings are being reset to grade this week by Tiago
construction cornpany, and the paved areas removed by this operation will be
brought to grade with concrete. The depressions at the water line breaks
will be corrected next surnrner by ECDC, as the'y present no problern to snow
rernoval this winter. W'eather at this tirne is detrirnental to the proper re-
construction and patching neces sary.
Eagle County Planning Cornrnission
ATTENTION: ]vlr. Jerorne F. Garnba
October ZO, 1970
Page #2
If, in your consideration, the roads are found acceptable to the County,
kindly indicate your acceptance by signature in the space prowided below.
Also, please sign and return one copy each of the two attached drawings for
our records. You rnay retain the remaining copies for County records.trAs-Builtrt drawings of the Lionrs Ridge utilities as they affect the roads
are being prepared, and prints will be forwarded for your records when
cornplete.
BEH/sa
Plannin g Comrnission:
ED FORACCEPTANCE BY COUNTY
County Cornrnis sioner s :
ED FOR THE COUNTY OF EAGLE
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^') z<!: v -g0 i o,;'r(/- f zNP
-t
II:ilell
suBDrvIsroN ryrrNo REcoBD
, EAGLE COUNTI, COf,oRAlO
I. OENERAI, INI!8I'{.{TION:
Name of ProBosed. Subdivislon
file Muber Assigned,/o -7>
Locatlon
Subd,lvld,er (narne and, ad.d,ress)
Prof eselonal Consultant,s
(nanes and add.resses)
.-- L/./-fr
V.mu c.s+a Stoa-,:1 ,-
4re
Box "42
(*zo-2-,,t+*t
rI. SIGICE PIAN:
Date Submitted
ConmissLon ActLon
If Category II ALloved - Suamary of Subutttals:
(Ovners of AdJolng T"ana) fl,-/
(Aceraee) EF
(Reservatlons & Dedications) f
(koposed Covenants)
I Snov renoval on cul-d.e-sac F
2 Off-Etreet parklng {
al
5)
e),L]
5)v
.:'.\tr
\..'l ' I
ColipLisnce vtth Article II-C-2 of ReguLatlons
a)
b) Water Suppl-y: Centrai- Syeteu K,
Erraluatioa of Submlttal :
Indlvid.ual Systeme E
c)Sanitary Sevage Dlsposal:
Evaluation of SubnaittaL l
Departnent of Eea1th Actl.on:
d)Dralnsge Study - Evaluatton of Subntttal .
e)gtreet hoftles - EvaLuatton of Subrnlttal
f)
6J Physical- Infornation -
t) Oeologlr
EValuatLon of Subntttale
a) ffant Assocl.ation ,ialL Oe--z s
3) surface Soll-s
Comniseion Action on Freli!ilinary PLat
IV.FII{A! lf"Af,: Date Subnitted.
Conpliance utth fI-E-l of Regulations
a)n b)E! e) n d)il
s),[]
Renarke:
b) n l)H
Conpliance tfitb II-E-2 of Be'gulatlons
b)n c) E,r \ tlt,a)tr
Renarks:
Actlon by Coroisslon on elnal'Plat
j
6t lhysicaL lnformatLon - Evaluatlon of Subnlttals
1) Geology
2) ?[ant Acsoclatl.on
J) $urface Sotls
Coonisslon Aetlon on Prellnl.nary Plat
FINAL TLAT:
Conplla,uce
a)tr
s)n
Rens,rks:
Date Submitted,
b)n
h)tr
utth ll-tr-L of ReguLatlons
c)tr
r\l-Ll LJ
ConpS.lance
a)tr
Rernarke:
ltlth II.E-2 of
b)n
ReguLatlons
c) E, d) B"e)tr
Actton by Connlsslorr ou trtl)xal HLat
'''\?a 4n4rl**',t'€r'.
LION'S RIDGE FILING II
Tayvel Environmental Land Company has purchased and proposes to
subdivide l7l acres of land located approximately one and one-half
miles west of Vai'l Village on the north frontage road. The land is
between the existing Lion's Ridge and Bueffer Creek subdivision.
Tayvel retained the p'lanning firm of Bissell/August Associates,
A.I.A. to master plan the 1and, and the sketch plan being presented
is the product of their input and the philosophy of the principals of
Tayvel.
Tayvel proposes that the 'land on the south and east of the dominant
ri{g=e- be-rtbljvided into cormercia'l sites (i.e., condominiums, lodges,
etc.) and that the valley which'ties behtnd the ridge be developed as
a P'lanned Unit Development. It is the determjnation of the developers
and their planners that the above wou1d constitute the best use of the
land, consistent with good planning practices.
Tayve'l proposes to insta'l'l al't utilities underground and pave all
roads to county standards. The principals of Tayvel fee'l that the
nature of the Lion's R'idge 1and, its topography, esthetics and'location
within the greater Vai'l ski and recreation complex places a responsibflity
upon the subdivider to employ professional planning techniques in order
to retain and enhance the character of the land.
Tayvel's goals are, as the company name implies, to develop'land in
harmony wlth the envJronment. !'le do not believe that concept in any
way conflicts with the profit motive. With proper regard for the land
and environment comes increased profits in the long run. To prove this
point in Lion's Ridge Filing II is our obiective.
DECLARATION OF PROTECTIVE COVENANTS
FOR
LION'S RIDGE
TAYVEL ENVIRONMENTAL LAND C0MPANY, a corporation (herejnafter referred
to as "Grantor") is the owner of all that real estate described in Exhib'i t "C",
attached hereto and incorporated herein by reference, which real estate inc'l udes
that parcei described in the Purchase for Sa] e Agreement of Real Estate of
which this Exhibit "8" has been made a part.
Grantor hereby makes and declares the following limitations' restrictions
and uses upon and oisuch real property, described in Exh'ibit "A" and Exhibit "C",
as restrictive and protective covenants running with the land, and as binding
upon Grantor and upon a1i persons c'l a'iming under Grantor and upon all future
owners of any part'of such real property, so long as these restrictive and pro-
tective covenants shall remain in effect:
l. DEFINiTI0NS: As used herein the following words and terms shall have
the fol 1 owi nffiEE'fr'TfrS:
SUBD IV I STON
LOT
COMMERCiAL LOT -
- Lion's Ridge,
- A lot within Lion's Ridge.
A lot which can be used for condominiums, mu] tip'l e-
family residentjal purposes" apartments' restaurants'
moteli, hotels, lodges, professional offices and
medicai clinici, relail !nops, service shops (exclud-
ing automobi'l e service stations)
RESIDENTIAL LoT- A lot which can only be used for a single-family
residence with the exception that one guest apart-
ment may be incorporated into the structul^€, --providei the charlcter of a s'ing1e-family dwelling
is maintained.
2. GENERAL PURPOSES: These covenants are made for the purpose of creating
and keeping-ffiET5iilTiCl6i- desirabl e, attractive, beneficial and suitable in
arcnitebtuial design, materials and appearance; and guarding against fires and.
unnecessary interf6rence with the natli"al beauty of the subdivision; a'll for the
mutual lenlfit and protection of the owners of lots in the subdivjsion.
3. AppR0vAL 0F CoNSTRUCTION PLANS: No bui'lding or other structure sha'll
beconstrucny1ot,norshal1anyadd.itionthereto
or change or aiterat'ion therejn be made until the complete plans and specificat'ions
(including, but not limited to, the floor, elevation, p'tot and grading plans;
irovr'sioni for off-street parking; the specificat'ions of prlncipal exterior materials,
co]or schemes and the locaiion, iharactei-ana metnoa of ulitizalion of al'l utilities)
have been submitted to Grantor and approved by Grantor in writing.
Each building or other structure shal'l be constructed, _erected and main-
tained jn strict aciordance with the approved plans and specifications.
In passing upon all such plans and specifications, Grantor shall take into
consideration the suitability of'the proposbd building or other structure and the
materials of which it js to -be bui'lt to ttre lot upon wtrictr it is to be erected' the
harmony thereof with the surroundings and the effect of the building or other
struct"ure, as planned, on the outlook from adiacent-or neighboring lots. -Grantor
agrees to use reasonable judgment'i n passing up_on a1'l such plans and,specitlcatlons'
Uit grantor shal'l not Ue iia6'l e to any person ior Grantor's actions in connection
"iifr suOtiitted plans ana speciiicatioirs, unless it be shown that Grantor acted with
malice or wrongful intent.
ri 1.
4. EASEMTNTS: Easements and rights of way are hereby reserved as shownor describelF[frE-recorded plat of th6 subdivision. There are in addition
eassnents reserved in the right of way of each road for water and a]l otherutilities.
5. FENCIS: No fence, wall or simllar type barrier of any kind shall beconstructedF6teO or mainiained on any 1ot, Licept such fence! or walls as may
be approved by Grantor.
6. SIGNS: No signs, billboards or other advertising structure of any kind
sha'l 1 be erEffid-', constructed or maintained on any lot for iny purpose whats-oever,
qxcept such commercial signs as have been approved by Grantor either for identi-fication of residences or places of business or other conmercial uses.
7. IIATER AND-IAIIfAIIIN: Each structure designed for occupancy or usebyhumanbeffictwithwaterandsanitationfacj.|itieiprovided
by Grantor.
8. T&ASH: No trash, ashes or other refuse shal'l be thrown or dumped on
any land wiffithe subdivision. There shall be no burning of refuse out'of doors.
Each property owner shal'l provide suitable receptacles for the temporary storage
and collection of refuse and all such receptac'les sha'l'l be screened from public view
and protected from disturbance.
9. LIVEST0CI: No anima'ls, livestock, horses or poultry (except dogs, cats
and other pffiTsh-aT] be kept, raised or bred in the subdivision except in those
areas as may be set aside as equestrian areas for the common use of owners and
residents of residentfal port'ions of this subdivision, and that are maintained in
a neat and sanitary fashion by the Grantor, a corununity association or simi'lar entity.
10. TREES: Trees naturally existing upon a'lot shall not be cut, trirnmed
or removed ffim-ttre properties without the-approva'l of the Grantor.
11. StT BACK REQUIREMENTS: There sha'l'l be no general rule for the]ocationofimprovemffiproperty]jnes,butallactualconstructionsites
shall receive the advance approval of Grantor.
I2. CONDOMINIUM DENSITY:
a) Tract D & G: Dwe'l'ling structures and required parking who'lly on
grade shal'l iomFiffifr6-fr-6.re than fiity (50) percent of the area of the parcel
exclusive of the utility easements
b) Tract E: Dwelling structures and required parking wholly on grade
sha11 comprise friifroE than thirty-five (35) percent of the area of the parcel
exclusive of the utility easements.
i) Vehicle parking shal'l be provided on a ratio of:
* Two parking units for each residential lot;* One ind oni-ha]t parking units for each dwel'ling unit in a
13.
a) No structure shall exceed four stories or forty-flve feet in height
measured from grade at the mldpoint of the structure;
b) There shall be no on-street parking. Parking will be permitted only
in those areas and in those ratios described below:
multiple-family residence, condominium, or apartment;* One parking unit for each renta'l unit in a* Three parking un'its for every 1'000 square
devoted to customer service in a retail or serv'ice shop;* One parking unit for every '100 square feet
to customer service in a restaurant 0r bar;
hote1, motel or lodge;
feet of f'loor area
of floor area devoted
ii) Each parking un'it sha'll contain 300 square feet inc'luding drives
between parking rows and'shall be located entire'ly within lot lines;
iii) Required vehicle parking may be whol1y on grade, partly below
grade or wholly below'grade. A'll paiking unit! not within a dwelling structure and
all driveways in the subdivfsion shall be paved.
iv) I'loblle homes and large comnercla'l vehlcles shall not be parked
rlithin the subdivislon.
sha'll be
and power
cabl es.
14. ROADS AND UTiLITIES:
pI ace-d underground-.
lines, gas and water
Al 'l roads sha] 'l be paved. A] I uti'l i ti es
Uti I j ti es shal'l be def i ned to 'inc1 ude e'lectri ci ty
mains, telephone 'l ines, sewers, and te] evision
'15. LANDSCAPING: All surface areas disturbed bv construction shall be
returned wITfinTIxty days to the'ir natural condition-and replanted in native
grasses; but Grantor may approve construction of gardens, 1awns, and exterior
I i vi ng areas.
'16. TEl'|PORARY -SIB!!ML!: No temporary structure, excavat'ion, basement,trai.Ierorffitedinthesubdivision,exceptasmaybe
determined to be necessary during construction and specifically authorized by
Grantor in writing.
17. C0NTINUITY 0F C0NSTRUCTI0N: All structures commenced in the sub-divis.ions@1ytocomp1etionandsha.|lbecomp.|etedwith.in
twelve months of commencement unless some exception is granted in writing by
Grantor.
lB. NUISANCE: llo noxious or offensive activ'ity shall be carried on within
the subdivJFfrTf,-fbr shall anything be done or permitted which shal'l constitute a
public nuisance therein
.I9. EFFECT AND DURATIoN 0F CoVENANTS: The conditions, restrictions, stip-
ulations,dherejnshallbeforthebenefitofand
b'inding upoi eactr tract in the subdivision, and each owner of property therein, his
successors, representatives and assigns and sha'l I continue in fu'l I force and effect
until Januiry .l,.l999, at which time-they shall be automatically extended for five
successive terms of ten years each.
20. AMENDMENT: The condjtjons, restrictions, stipulations' agreements and
covenants;oiG.TnAI herein sha'l I not be wajved, abandoned, terminated, or amended
except by written consent of the owners of 75% of the privately owned'land included
within the boundaries of the subdivisior,.
21, ENFORCEMENT: If any person shall violate or threaten to violate any of
the provisT6-nTtJ-ifiTs instruireht, it sha'l'l be'lawful for any person_or persons
own'ihg rea'l property in the subdivisjon to institute proceed'ings at 1aw or in.
equit! to en?orie t-he provis'ions of this instrumentn to restrain the person violating
or thieatening to vio'l ite them, and to recover damages, actual and punitive' together
with reasonable attorney's fees, for such violations.
22, SEVERABILITY: Inva'lidation of any one of the provisions of this instrument
by judgmenTET6llEi-rder or decree sha]l in no wise effect any of the other
orovisions which shal'l remain in ful'l force and effect.
PROTI]CTIVE COVNNANTS
or
LION'S tlIDG[ , ITILING II
LAIIII"IDR COUNTY, COI,ORADO
KNOW ALL MEN BY T}IESB PRESENTS:
That LIONTS RIDGtr VENTURES, a joint venture, being the
o!'/ner of all of that real estate described in ExhibiL A attachedhereto and incorporated herej-n by reference, in the County ofEag1e, State of Colorado, the plat of which was recorded in saidcounty on I L972, in Book , at Pageorffi lerk and Recordfffld'-oes herebyimpose;estrictions and protective covenants as hereinafter ietforlh, and does hereby reserve easements as hereinafLer describgd.
I. General Purposes. In order to maint.ain a hiqh quality
residential community, the real property described he::etoforeis subject to the covenants, restrictions, conditions, reserva-tions, liens and charges hereby declared to insure the best use
and the most appropriate development and improvements of eachbuilding site thereof; to protect the owners of building sitesagainst such improper use of surrounding building sites as willdepreciate the value of their property; to preservef so far aspracticable, the naturaL beauty of said property; to guardagainst the erection thereon of poorly designed or proportionedstructures, and structures built of improper er unsuitablematerials; to obtain harmonious color schemes; to insure Lhehighest and best development of said property; to encourageand secure the erection of attractive structures thereon, withappropriate locations thereof on building sites i to secure andmaintain proper setbacks from streets, and adequate free spaces
between structuresi and in general to provide adequately for ahigh quality of improvements on said property, and thereby to
enhance the value of investments made by purchasers of buildingsites therein.
2. Definitions. As usdd herein, the following words
and. terms shETTTFe T6-e following meanings:
(a) "Declarant" shall mean
(b) 'rlot" shall mean a lot
F'ILING II SubdivisiaT-which can be used
commercial purposes.
LIONIS RIDGE VENTURES.
within the L.,roNrs RTDGE.for residential or
which are designated on the plat by
number (e.9. A-1) shall be used only
(c) "Residential Lot" shall- mean a l-ot which can
be used for residendEf$ffi6EEE-En1y and upon which a single-family residense may be constructed with the exception that oneguest apartment may be incorporated into the structure, providedthe character and essential appearance of a single-family dwellingis mai"ntained.
(d) "Commerciaf LoL" shaLl mean a lot which can be
used for condominiumF. muTEi$16:Tamily residential- purposes,
apartments, restaurants, motels, hotels, lodges, professional
off ices and rnedical cJ-rnics, rci:a!-1 shcr-s, eervicc e hcps (exclur-i.-
ing automobile service stations).
3. Uses.
a combinati-on
as commercial
(a) AlL lotsof letter and
Iots .
(b) A1l- lots r,,'hi.ch
number (e.9. i,ot 1) shall be used
(c) All lots which
iioman Numerals (e.9. Lot I ) shaLlIot.s in accordance with a planned
by the Architechur:al Committ-ee.
are designated on the plat by.only .rs residential lots.
are des:ignatcd on the plat by
be usecl only as commercialunit developrnent scheme approved
4. Architectural Cormnittee. No buildinq or otherstructure sha@ altered or rnaintained on any1ot in the Subdivision, nor shall any addition thereto or changeor alteration therein be made, until the complete plans andspecifications (including, but not limited to, the floor, eleva-.tion and grading plans, the specifical-ions of principal exteriormaterials, color schemes and the locations, character and methodof utilization of all utilities), and plot plan showing thelocation of building and trees have been submitted in triplicate
and approved in writirrg by an Architectural Committee composeoof Phillip H. Taylor and Thomas T. Taylor, or by a representativedesignated by the two members of said Committee. fn the eventof death or resignation of any member of said CommitLee, the
remaining member, or members, shall have full- authority. to
approve or disapprove such design and locationr or to designatea representative with lj.ke authority. In passing upon all suchplans and specifications so submitted, the Architectural
Committee (or its representative duly appoj-nted) shall take intoconsideration, arnong other things, the suitability of the proposedbuilding or other structure, and the materials of which it isto be built. to the lot upon whj-ch it is to be erected, the
harmony thereof with the surroundings and the effect of thebuilding or other structure, as planned, on the outlook fromadjacent or neighboring lots; provi.ded, however, that refusalof approval of plans and speciETcaTions 6t- suEfr' Corffnittee may be
based on any reasonable ground, including purely aesthetic
.grounds, which, in the sole and uncontrolled discretion of the
Committee, shall seem sufficient.
Whether or not provision therefor is specificallystated in any conveyance of a lot in the Subdivision, the owneror occupant of each and every lot, by acceplance of title theretoor by taking possession thereof, covenants and agrees that eachbuilding or other structure (or addition, change or alterationthereof) shall be constructed, erected and maintained only instrict accordance wiLh the plans and specifications so approve<lby the Committee. In the event said Committee, or its desig-
nated representative, fails to approve or disapprove such.designand locat.ion within thirty (30) days after said plans andspecifications have been submitted to it or, in any event, ifno suit to enjoin the erection of such building (or the makingof such addition, change or alteration thereof) has been commencedprior to the completion thereof, such approval shall not berequired and this covenant shall be deemed to have been fully
complied with.
5. Height Limitations. No building' or structure shall
be placed, effi permitted to remain on any lot
which exceeds a height of forty-five (45) feet in elevation abovethe finished grad.e at the mid*point of the structure.
6. Off-Street Parki.nq. There shaLl be no on-streetparking. raffiitted only in those areas and in
those ratios described helow:
(a) Vehicle parking shall be provided on a ratioof:
lot;
(2) one and one-half parki.ng unl-ts for each
dwel.llng unit in a multiple-family residence, condoniniumor apartment;
(1) Two parking units for each residential
-2-
a hotel. ,noa.i.'lr ?ffi'!?totns unit for each rental unl"t in
reer or rr oor
(11..':]ff:.Ei'tl"l":il*:,r::,iIEIori,:ol.;$i."
. or serv j-ce shop;
reet or rroor':|."o1:"Bt:l'lg :ili.'i$ ;:ffI":01,,=H"'*restaurant or bar i
(b) .Each- parking unit shall contain 300 squarefeet including drives bltween-parking rows and shalr be locatedentireJ-y within lot lines
(c). Regui,:ed vehicle parking may be wholly on9r19e, partly below grade or who1ly-berow-gra-de. erl plrkingunits not within.a. dwer-ling structure and alr driver*yi in tfresubdivision sha1l be paved]
(d) Mol:ile homes and large crrmmercial vehictessha1l not. be parked within the subdivision.
of the surface area of the iot on which "";h-iilp;ovements aresituated.
8. Temnorary Structures. No traj_ler, basement, tentshack, garagffibuilding shalr be permitted onany lot in the Subdivision at any time, io. sha11 any structureof a temporary characLer be used- for human habitatio-n exceptwhere authorized for a period of not to exceed three {3) monthsby a special permit granted by the Declarant.
9, Constructlgp_pgriod, A11 buildings or other struc_tureseommen@eSubdivisionsha11beproseeuted
diligently, to completion and in any event. sha11 be completedwithin twefve (12j months from commencement of construct,ionunless approval of Decrarant is obtained in writin; ";a;;;i"gsuch twelve (12) months' period.
10. Trees. Trees on any lot, except to the extentnecessary for-E6frFtruction pn.po!.*, as approved. in writing bythe Architectural committeel sirall not be'Lutr-lrimmed or removedfrom any 1ot, except. that Declarant, from time to time, mayapprove some thinning or trimming if it seems desirable. -
11. Fences. No fence, wall or similar type barrier ofany kind shalTTF?onstructed, erected "r **i"l"ii'tla "" any 1ot,except such fences or wal]s as may be approved by the Architec-tural corunittee in writing as an integr;.i or decirative part ofa building to be erected on a 1ot.
7 . Strqcture to Land Area Ratio Requirements. The areaon which "ar ur.nstructed shall not_encompass more thin fifiy iercent (50?)
1?: qlqE. No signs (including "for sale" or ',rent,,:*gl:t,1^bi11!?"F or orhei adverrisins"srru-r"i" "r any kindy-i"t"i"r-"iyput:pose whatsoever, except such signs as have heen approved b!Decrarant in writing either fo:: identification oi res:-aences 6rplaces of business or other. uses.
13. Water. Each building or structure designed forgccyplngy or Gd-6y human beings ifratt connect with waterfacilities made aviirabte at aiy time by necrarint or waLerdistrict serving the Subdivisioi
14. Sewe::. Each builcling or structure designed foroccupancy or [-s---Ey hurnan beings shatr connect with sewer
-3-
facllities made available at any time by DeclaranL or sewer
district serving tire Subdivision. No private scpt,ic tanks for
disposal of sewage shall be allowed in the Subdivision without
written permission of the Declarant.
15. Trash. No trash, ashes or other refuse sha11 be
thrown or dumftT-5n any land within the Subdivj.sion. llach
property owner shall provide suitablc receptacles for the Le$porary
storage and collection of refuse and all such receptacles shall
be screened from public view and protected from disturba.nce,
and shall- be in complete conformity with sanitary rules and
regulat.ions. No garbage incineration shal-l be permitted.
16. Animals. Owners and lessees of land wiLhin the
Subdivision mEf-fiETE ordinary household pets belonEing to the
househofd so long as such peLs are disciplined and do not constitute
an undue annoyance to other owners and lessees. The Architectural
Corunittee shal1 have the power to require any owner or lessee of
lands in the Subdivision to remove any household pet which is not
disciplined or which constitutes an undue annoyance to olher
owners or lessees of land in the Subdivision. The architectu:ia1
Committee may authorize the keeping of horses in the Subdivision
so long as there are, in the opinion of the Architectural Committee,
sufficient pasture and approved facilities for eguestrianactivities. maintained in a neat and sanitary manner by the
Grantor or property owners association.
L7. Mining. Mininq operations of any kind, or guarring
shall not be pEiffitea ,rpor"ot'in any of the iots in the -subdivi-
sion, nor shall tunnels, mineral excavaLions or shafts be permitted
upon cr in any of the said lots.
18. Ligirting. Any light used to illuininate signs, parking
areas or for any;ffier purposes, sha1l be so arranged. as to refLect
the light away from nearby residential properties and away fromthe vision of passing motorist.s.
19. Setback Requirements. There shall be no general
rule for the @nts \dith relation to property
lines, but all actual construction siLes shall receive the written
approval- of the Architectural Conunittee.
20. Landscaping. All surface areas disturbed by construc-tion shall be-GEuFffiil promptly to their natural conditi6n andreplanted in native grass, except where such areas are to be
improved by the construclion of gardens, lawns and exteriorliving areas, which shall be permitted only after the plans
therefor have been approved by the ArchitecLural Committee.
2L. Easements. Easements and rights of way are hereby
reserved as d&T!?F[Ed- or described on the official recorded plat
of the Subdivision. Other easements are reserved for water andall utilities and maintenance thereof in the right of way of each
road.
22. Dura-t_l_qq. These conditions, restrictions, covenants,reservations,-EEEEt$ts, liens and charges shall run with the
land and shall be binding on all parties and all persons claiming
irnder them until January 1, l-999.. at whj-ch tirne said. co..'cnanlsshall be automatically extended for successive periocls of t,en(f0) years unl-ess, by vote of the owners of more than fiftypercent (50?) of the privately owned real property within the
boundaries of the Subdivision, it is agreed in writing to changeor modify said covenants in whole or in part. Notwithstand.inganything i:o the contrary herein, thcse conditions, restrictions,
covenantsr reservations, easemenCs, J"iens and charges may be
changed, modified or amended at any time prior to January 1,
1999 (but in no olher way) , by the written conscnt of the owners
of more than severty-five percenl (75*)'of the privately ownedreal property witlrin the boundaries of Lhe Subdivision.
- 4'-
23. Valirlity. fnvalidation of any one of these condi-t,ions, restriFTi6iElovcnants I reservations , easements, liens
and chargcs or arny parL Lhereof by judgment-s or court order shallin no way affect any of the other provisions which sha1l remainin full force and effect.
24. Violation of covenants. Violati.on of any of theconditions, rffi, reservations, easements,liens and charges herein contained shalL give the Declarant or
its agent or assigns thc right to enter upon the property uponor as to which such violation exists, and to summariJ.y ahrate
and rcmove, at the expcnse of the owner thereof r dny erection,Lhing or condition that may be or exist thereon contrary to the
intent and meaning of the provisions hereof; and Declarant or
its agent or assigns shall not thereby be deemed guilty of any
manner of trespass for such entry, abatement or removal .
25. Right to Enforce. The provisions contained in thisDeclaration sffire to the benefi-L of and be
enforceable by Declarant or the owner or owners of any portion
of said property, or their and each of their lega1 representa-tives, heirs, successors and. assignsi and failure by Declarant,or by any other property o\^/ner, or their 1egal representatives,
heirs I successers or assigns, to enforce any of such conditions,restrictions or charges herein contained shall in no event be
deemed a waiver of the right to do so hereafter. Enforcemenl
of the covenants or restricLions contained herein may be had atlaw or in equity against any person,, partnership, eorporationor entity violating or attempting to violate any such covenantor restri-cti-on.
26. Assignment of Powers. Any or all of the rights
and powers anffiIarant herein contained may be
assigned to any other corporation or association which is now
organized or which may hereafter be organized and which wil-l
assume the duties of Declarant hereunder pertaining to theparticular rights and powers and reservations assigned; and upon
any such corporation or association evidencing its consent inwriting to accept such assignment and assume such duties, itshall, to the extent of such assignment, have the sanre rights
and powers and be subject to the same obligations and duties asare given to and assumed bv Declarant herein.
EXECUTED this day of , L972.
LION'S RIDGE VENTURES
By
By
-5-
.f
The foregoing instrument was acknowledgerl before ne this' dav of I Lg7Z, by ptiILLIp H. TAYLOR andtiroFffis r:i 'rnvffi, repr:esenting LroN's RrDcn VI:NTURES, a cororadojoint venture.
STATI] OF COLORNDO
COUNTY OF IJAGLE
SS:
WITNESS my hand and official seal.
My Comrnission Expires;
I
-6-
R-qr hepARo Bvr
LISI'S RIME FI II
OwEn: hottt's Veurunes
Tnwer- Ewr ru lrqnp Col4Pnw
ELmRAm hG NEERTNG Cotqpnnv
Brssgr,AssocrerEs
G, Gsetr CH Assoct*mso
\
l'
I
P'::d EIn@iln(mtJr\d!d\M$d
Tayvel Environmental Land Company
Box 763 Vail. Colorado 81657
Tefephono: 3031 476 2412
Eagle County Planning Conmission
Eagle County Court House
tag1e, Colorado 81631
l4ay 16, 1972
I
Gent'l emen:
The enclosed information outlines our plans for Llon's Ridge
Subdivision Filing II. The preliminary subdivlsion plat and
the supportlng information required by law to be submitted is
i ncl uded .
Thank you for your consideration and cooperation.
Sincerely yours,
TA{VEL ENVIRONMENTAL LAND COMPANY
f\$[*\w.'k
Phillip H. \ay1or tPresident
PHT: eas
Encl osures
INDEX
I, Aruncerur Phopenw Omrens
II, CoverunmVCoNrRoLs
III, Ururtres
IV, Srls
V, R-qrur ftorcev
O
BUFFHER CREEK SUBDIVISION
0wner
P.0. Box 3-643
Anchorage, Alaska
Jess Sekey
Vii'l , Col-oraao 81657
Fricken Edna & Claus
P.0. Box 692
Vail, Colorado 81657
0wner
Lion's Rjdge Ltd.,
A Limited Partnership
Eag'le County DeveloPment CorP.
'1860 Li nco]n Street
Denver, Co]orado 80203
-,
-12 Selby, 5e1by, SelbY & Tofel
Vail, Colorado 81657
LION'S RIDGE SUBDIVISION
tlnefficcst r&
Box 978 Vail. Colorado 81657
(303) 476.545r
May 15, 1972
Mr. Tom Taylor
Vice-Fresident, Tayvel Environmental Land Co.
Box 763
Vai1, Col.orado
Deal Tom:
This letier is to eonFlrm our applova1 , enthrrsiasm, and interest in your
second filing of Llonrs Ridge Subdlvision. As you knou, the partnership
to uhich I belong orrrns lots 9, 10, 11, and 12 tn Buffer Creek Resubdivi-
sion and has a general partner interest ln the l-imited partnership, Lionls
Ridge, Ltd., t'lhlch presently oL,nB blockrCr, also located in Lionrs
Ridge Subdivlsion.
As ournets of land contiguous to your propoeed develoFment, our partner-
ehip ttishes to support your application for approval ae a subdivision.ln Eagle County. hle feel that thls area urill be developed urith high
respect for the environment and the surrounding axea. Your eommitnentto producing a firet-class subdivision in the Gore ValLey ls conflrmed
by the preliminary plans and ideaE ulhich I have eeen and discusseduith you.
Best of Luck in your future plans and development in the area.
Sincarely,
The Rosst Partnershll:
. REAL ESTATE T
(303) 476-2446
SC:eas
REA
BOX 276
Stuart Canada
General Partner
o
CANADA'S OF VAIL, LTD.
L ESTATE
. VAIL, COLORADO 81657
lvlay 16, 1972
Mr. Thomas ,1. Taylor
Vice President
Tayvel Environmental Land Company
P.0. Box 763
Vail, Colorado 8.|657
Dear Tom:
Lion's Ridge Ltd., owner of
Subdivision, approves of the
known as Lion's Ridge Filing
adJacent to Parcel "C".
t{e fee'l that the development
enhance the adjacent area.
finest accommodalions... ALL sEAsoNs
,r. r/-//+r!-._i4-*,- "4..a...-..vm;r-2F
Parcel rrC' of Lion's Ridge
deve'lopment of the proPertY
II which is immediately
wil'l be desirable and will
Si ncerely,
LION'S RIDGE LIMITED
o RENTALS .
(303) 476-2448
t
Mr. Thomas J. Taylor
Tayvel Environmental Land Company
P.0. Box 763
Vai 1 , Col orado 8'1657
Dear Tom:
It is my understanding that
is subdividing the l7'l acres
at Buffher Creek.
tlay 29, 1972
Tayvel Environmenta'l Land Company
directiy adjacent to my propertY
to your development and wishI 'look forward wlth enthusiasm, you we'l 1 in your endeavor.
Mr. Thomas J. Tay'lor
Vice President
Tayvel Environmental Land
P.0. Box 763
Vail, Colorado 81657
Dear Tom:
Lion's Ridge Ltd.r owh€f
Subdivision, approves of
as Lion's Ridge Filing II
of Parce'l rrcrr of Lion's Ridge
the development of the ProPertY
which is innnediatelY adjacent
May 15, .1972
be desirabl e and wi'l'l
Si ncerely,
LION'S RIDGE LIMITED
Charles Gersbach
Genera'l Partner
Company
Parcel t'Ctt.
lrle feel that this deve'lopnent will
the adjacent area'
known
to
enhance
o
C/h,/"- &t*I*J -/*7
Mr, Thomas J. Taylor
Tayvel Environmenta'l Land Company
P.0. Box 763
Vail, Colorado 8.|657
Dear Tom:
I 'look forward with interest
Lion's Ridge Fillng II.
.I believe it wi'l'l benefit the
support.,
May 31,197?
and enthusiasm to your subdivision'
Buffher Creek area and it has mY
Si ncerely,I
r]llS: eas
. PROTECTIVE COVBNANfS
OF
LIONIS RIDGU, TILING II
EAGLE COUNTY, COLORADO
MEN BY THESE PRESENTS:
f'
upon which a singJ.e-
the exception that onethe structure, provided
I
KNOW
owner
hereto
Eag1e,
county
ALL
?hat LroNrs RIDGE VENTURES, a joint venture, being the
of all of that real estate described in Exhibit A attached
and incorporated herein by qeference, in the County of
State of Colorado, the plat (of which was recorded in said
on t 1972, in Book ,, at Page
otffilerk and RecordilGes hereby
,l
ffie-restrictions and protective covenants as hereinafter set
toitfr, and d.oes hereby riserve easements as hereinafter described.
1. General Purposes. In order to maintain a high quality'
residentia].@a1propertydescribedheretoforeis subject to the covenants, restrictions, conditionsl f,€s€rv&-
tionsr, liens and charges hereby declared to insure t\e best use
and the most appropriate development and improvements of each
building site thereof; to protect the owners of building sites
against such improper use of surrounding building sites as wilL
depreciate the value of their property; to preserve, so far aspracticable, the natural beauty of said property; to guard
against the erection thereon oE poorly designed or Proportionedstructures, and structures built of improper or unsuj-table
materials; to obtain harmonious color schemes,' to insure the
highest and best development of said property; to encourage
and secure the erection of attractive structures'thereon, with
appropriate locations thereof on building sitesi to secure and
maintain proper setbacks from streets, and adequate free spaces
between structures; and in general to provide adeguately for a
high quality of improvements on said property, and thereby to
enhance the value of investments made by purchasers of buildingsites therein.
2. Definitions.
and terms shillfAffi-ffie As used herein, the following words
following meanings:
(a) "Declarant" shall mean LION'S RIDGE VENTURES.
(b) 'rf.,ot" shal1 mean a lot within the LIONTS RIDGE,
FILING II Subdivisi6a--which can be used for residential- or
conunercial purposes.
(c) "Residential Lot[ sha]1 mean a Lot which can
be used for residendaTffiffi-dnly andfanily resid.ence may be constructed withguest apartrnent may be incorporated intothe character and essential appearance of a single-famiJ.y dwelling
is maintained.
(d) "Commercial Lot'r shall mean a lot $thich can- be
used for condominiuffifriiTHpffiamily residential purposes,.apartments, restaurants, motels, hotels, lodges, professional
offices and medical clinics, retail shops' service shops (exclud-
ing automobile service stations).
3 . Useg.r
; A11 lots tr,i"i are desiEnated on the trfjeqra eombination of Letter and number (e.g. A-I) shal-l- be used only
as commercial lots
lJ
I (b) A11 lots which are deeignated on the pLat by
number (e.g. fot 1) shall be used only as residential lots.
(c) ALl lots which are desLgnated on the plat by
Roman Numerals (e.9. r,ot r) shall be used only as commerciallots in accordance with a planned unit development scheme approved
by the Architectural Comrnittee.
4. Architectural Committee. No buildinq or otherstructure sh@ altered or maintained on anylot in the Subdivision, nor shall any addition thereto or changeor alteratLon therein be made, until the complete plans ancl
specifications (including, but not limited to, the floor, eleva-
tion and grading plans, the specifications of principal exterior
materials, coLor schemes and the locations, character and methodof utilization of all utillties), and plot plan showing the
Location of building and trees have been submitted in triplicate
and approved in writing by an Architectural Cornmittee composedof PhilLip H. Taylor and Thomas T. Taylor, or by a representative
designated by the two members of said Committee. In the eventof death or resignation of any member of said Corunittee, the
remaining member. or members, shalt have full auLhority to
approve or disapprove such design and location, or to clesignate
a representative with like authority. In passing upon all such
plans and specifications so submitted, the Architectural
Committee (or its representative duly appointed) shall" take into
consideration, among other things, the suitability of the proposed
building or other structurer drrd the materials of which il isto be built, to the lot upon which Lt is to be erected, the
harmony thereof with the surroundings and the effect of the
buiLding or other structure, as planned, on the outlook from
adjacent or neighboring lots; provided, however, that refusal
of-approval of itans aid speciiTatEffins Fy suffi committee may be
based on any reasonable ground, including purely aestheticgrounds, which, in the sole and uncontrolled discretion of the
Corunittee, shall seern sufficient.
Whether or not provision therefor is specificallystated in any conveyance of a lot in the Subdivisionr the owneror occupant of each and every Iot, by acceptance of title thereto
or by taking possession thereof, covenants and agrees that eachbuilding or other structure (or addition, change or alterationthereof) shall be constructed, erected and rnaintained onl-y instrict accordance with the plans and specifications so approved
by the Committee. In the event said conmittee, or its desig-
nated representative, fails to approve.or disapprove such design
and location within thirty (30) days after said plans and
specifications have been submitted to it or, in any event, if
no suit to enjoin the erection of such buildi.ng (or the makingof such ad.d.ition, change or alteration thereof) has been commencedprior to the completion thereof, such approval shall not be
reguired and this covenant shall be deemed to have been fully
complied with.
5. Height Limitations. No building or structure shaLl
be placed, effi permitted to remain on. any lot
which exceeds a height of forty-five (45) feet in elevation abovethe finished grade at the rnid-point of the structure.
6. Off-Street Parkinq. There shaLl be no on-streetparkinr;. Baffiitted only in thoge areas and in
those ratios descri"bed below:
(a) VehicLe parking shall be provided on a ratio
(1) Two parking units for each residentiallot;
(2) One and one-ha1fdwelllng unit in a mulLlple-farnilyor apartmenti
I
pi r:king units for each
rr.:sidence, condominium
of:
-2-
I
I
(3) one parklng unit for each rental unit in
a hotel, motel or lodge;
(4) Three parlting units for every 11000 square' feet of floor area devoted to customer service in a retailor service shop;
feer of f r.oor':l..ol:"5H5'i3 :ffitJ:: ::ff{.:'?,,"3*"'*' restaurant or bar;
(b) Daeh parking unit shall" contain 300 squarefeet including drives between parking rows and shall be locatedentirely within lot lines.
(c) Required vehicle parking may be wholly on
gtade, partly below grade or who11y below grade. All parking
units not within a dwelling structure and all- driveways in the
subdivision shall be paved.
(d) Mobile homes and large commercial vehicles
shal-L not be parked within the subdivision.
7. Structure to Land Area Ratio Requirements.
(a) With respect to Commercial Lots, the area on
which structures and required paved parking spaces are constxucted
shalL not encompass more than fifty percent (508) of the surface
area of the lot on which such improvements are situated.
(b) With respect to Residential l,ots, the area on
which structures and reguired paved parking spaces are constructedshall- not encompass more than thirty-five percent (358) of the
. surface area of the lot on which such improvernents are situated.
8. Temporary Structures. No trailer, basement, tent
shack, garagmbuilding shall be permitted on
any lot in the Subdivision at, any timer ror shal-l any structureof a temporary character be used for human habitation except.
where authorized for a period of not to exceed three (3) rnonthsby a special permit granted by the Declarant.
9. construction Period. All buildings or other struc-tures commen@e Subdivision shall be prosecuteddiligently to completion and in any event shall be completedwithin twelve (12) months from conrmencement of constructionunless approval of Declarant is obtained in writing extending
such twelve tL2) months' period.
10. Trees. Trees on any lot, except to the extent
neiessary forToEtruction purposes, as approved in writing by
the Architectural Comrnittee, shall not be cut, trimmed or removed
from any lot, except that Decl-arant, from time to time, may
approve some thinning or trirnming if it seens desirable.
11. Fences. No fence, walJ- or similar type barrier of
any liind shalffiE-donstructed, erected or maintained on any lot,
except such fences or walls as may be approved by the Architec-tural Committee in writl-ng as an integral or decorative part ofa building to be erected on a lot,
12. SignF. No signs (lnlluding "for sale" or rtrent"
signs) , billbdm; or other advertising structure of any kindshall be erected, constructed or maintained on any lot for any
purFose whatsoever, except such signs as have been approved by
Declarant in writing either for identification of residences orplaces of business or other uses.
-3*
L3. !,[39er,. uach building or-structure designed for
occupancy or usil5y human beings shaLl connect with waterfacilities made avaiLable at any time by DeclaranL or waterdlstrict serving the Subdlvislon.
. 14. 9gyer. trach building or structure designed for
occupancy or [s6-Fy human beings sha]-t connect with sewerfacilities made available at any time by Declarant or Eewerdistrict serving the Subdivision. No private septJ.c tanks for
disposal of sewage shall be al-l-owed in the Subdivision withoutwritten permission of the Decl-arant
15. Trash. No trash, ashes or other refuse shall be
thrown or dumpE-6n any land within the Subdivision. Each property
owner shal-l provide suitabte reeeptacLes for the temporary
storage and collection of refuse and all such receptacl-es shall
be screened from public view and protected from disturbance,
gnd shall be in complete conformity with sanitary rules andregulations. No garbage incineration shall be permitted.
16. Animals. , owners and lessees of land within the
Subdivision m1]TF6 ordinary household pets belonging to the
household so long as such pets are disciplined and do not consti-
tute an undue annoyance.to other owners and lessees. The
Architectural Conmittee shal-I have the power to require any
owner or lessee of lands in the Subdivision to remove any householdpet which is not disciplined or which constitutes an undue annoy-
ance to other owners or lessees of Land in the Subdivision, The
Architectural Committee may authorize the keeping of horses in
the subdivision so Long as there are' in the opinion of the
ArchitecturaL Committee, sufficient pasture and approved facllitiesfor eguestrian activities, maintained in a neat and sanitary
manner by the Grantor or property owners association.
17. Minlng. Mining operation5 of any kind, or quarring
shall- not be pffiFttea upon or in any of the lots in the Subdivi-
sion, nor shall tunnels, mineral excavations or shafts be permitted
upon or in any of the said. lots.
LB. Lighting. 'Any light used
areas or for an'f-o-Edr pur!or"6, shallthe light away from nearby residentialthe vision of passing motorists.
19. Setback Requirements. There shalL be no general
rule for the @nts with relation to property
line.s, but all actual construction sites shall receive the written
approval of the Architectural Committee.
20. Landscaping. A11 surface areas disturbed by
construction EEff'G-Gturned promptly to their natural condi-tion and replanted in native grass, except where such areas areto be irnproved by the construction of gardens, Iawns and exterior
living areas, which shall be permitted only after the planstherefor have been approved by the Architectural Committee
21. Easements. Easements and rights of way are hereby
reserved as d&T!i6EE'or described on the official recorded plat
of the Subdivision. other easements are reserved for water andall utilities and maintenance thereof in the right of way of each
road.
22. Underground Utility Lines. AL1 watet, gas, electricalt
telephone, an within the linits of this
Subdivision must be buried underground and may not be carried on
overhead poles or above the surface of the ground, except suchelectrical or telephone l-l-nes as have been previously instaLled
overhead prior to the filing of the Subdir ision plat for this
subdivision.
to illuminate signs, parking
be so arranged as to reflect
properties and away from
l
-4-
I 23, Duration. These conditions, restrictions, covenants,
reservationsrGi-ts, liens and charges shall run with the
land and shall be binding on all parties and a1l persons claiming
under then until January 1, 1999, at which time said sovenants
sha1l be automatical-ly extended for successive periods of ten
(10) years unless, by vote of the owners of more than fiftypercent (50?) of the privately owned real property within the
bound.aries of the Subdivision, it is agreed in writing to changeor modify said eovenants in whole or in part. Notwithstanding
anything to the contrary herein, these conditj.ons, Sestrictions,
covenantso reservations, easements, liens and charges may be
changed, modified or amended at any time prior to January l,
1999 (but in no other way), by the written consent of the ownersof more than seventy-fl-ve perEent (758) of the privately ovrnedreal property within the boundaries of the Subdivisioni provided,
however, that no change, modification or amendment shaLl be
effective without the prior approval of the Eagle County Flanning
Commission.
24. Validity. Inval-idation of any one of these condi-tions, restriEEl6$-?ovenants.' reservations, easements, Iiens
and charges or any part thereof by judgments or court order shal}in no way affect any of the other provisions which shall remainin fuIl force and effect.
25. Violation of Covenants. Violation of any of theconditions, r@, reservations, easements,liens and charges herein contained shall give the Declarant orits agent or assigns the right to enter upon the property uponor as to which such violation.exists, and to summarily abate
and remove, at the expense of the owner thereof, dny erection,thing or condition that may be or exist thereon contrary to theintent and meaning of the provisions hereofi and Declarant orits agent or assigns shall not thereby be deemed guilty of any
manner of trespass for such entry, abatement or removal .
26. Right to Enforce. The provisions contained inthis Declaratffid inure to the benefit of and be
enforceable by DecLarant or the o\^rner or or^/ners of any portionof said property, or their and each of their legal representa-tives, heirs, successors and assigns; and failure by Declarant,or by any other property owner, or thei.r legal representatives,heirs, successors or assigns, to enforce any of such condit.ions,restrj.ctions or charges herein contained shall in no event be
deemed a waiver of the right to do so hereafter. gnforcenent
of'the covenants or restrictions contained herein may be had at
law or in equity against any person, partnership, corporationor entity violating or attempting to violate any such covenantor restrictLon.
27. Assignment of Powers. Any or all of the rights
and powers anffiarant herein contained may be
assigned to any other corporation or association whieh is now
organized or which may hereafter be organized and which will
assume the duties of Declarant hereunder pertaining to theparticular rights and powers and reservations assignedi and upon
any such corporation or association evidencing its consent in'writing to accept such assignment and assume such duties, it
sha1L, t,o the extent of such assignment, have the same rights
and powers and be subject to the same obligations and duties as
are girren to and asgumed by Declarant herein.
day of , L972.
LIONTS RID6S VENTURES
By -
',-'..
o
I
EXECUTED this
By
I STATE Or COLORADO )) ss:
COUNTY OF EAGLE )
The foreqoing instrument was acknowledged before me thisday of -_fETffis r. tavf,ffif@fiEing r,roll'3 nrocs vENTUREs, a coloradojoint venture.
WITNESS my hand and officj.al seal
My Commission Expires:
t'ttTaEy
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DESIGN PROGENITORS/LIONS RIDGE. WEST
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IN A NAf,OEAL
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LiON'S RIDGE I,dATER DISTRICT
The owners of real estate within the boundaries of the area
described in the attached Exhibit I organfzed an improvement and
service district under the provisions of Chapter 89, Colorado
Revised Statutes, '1963 and 1965 as amended for the purpose of
purchasing, extending and improving an existing water supply system
situated within the boundaries of the area described and to supply
water to the inhabitants of the area, The water district is known
as the Lion's Ridge Water District and is situated west of the town
of Vail, Co]orado 'in Eagle County, Colorado.
(See attached Exhibit)
oo
'o DESCRIPTION
SECTION II
THE DISTRICT AREA AND BOUNDARY
.A. AREA. The area proposed to be included in the Lionrs Ridge Water Dis-
t"i.t ie "itoated in the S-B f /+ of the SE Il4 of Section.l, and the North one half
of section 12 lying north of Interstate Highway ?0 in Township 5 south, Range 81
West of the 6th Principaf Meridian in Eagle County, CoLorado, and includes the
Lionre Ridge Subdiviaion, a rnap of which is on file in Book ?15 at Page 648 of
the records of the County Clerk and Recorder o{ Eagle County, Colorado'
B. BOUNDARY. That part of the sE ll4 of the sE Il4 of section I and of the
N l/Z of S*"tio" l2 in Township 5 South, Range 8l 'W'est of the 6th Prineipal
Meridian in Eagle County, Colorado, described as follows:
Beginning at a point on the south line of section L which is z8l. z2 feet
west of the sEbo"n"t of said section 1, said Point also being on the
Northerlyright-of-waylineofU.S.InterstateHighwayNo.T0;thence
along aaid Northerly rig{rt -of-way line ae followe:
s 88' 1?'49" W', 139.05 feet;
S l" 42'l. lrr E, ?5.01 fe.et;
s 59' 5?t06't w, 297,04 Ieet;: along a curve to the left whoee tangent beare s 57'30rz9rr w'
: having a radius of 5900 feet and a central angle of 6c40r00r'r on
arc distance of' 686.50 feet to a point of tangeat;
S 50' 50re9'r W'along said tangent 1666:30 {eet;
.S ?Z'58t35't W, 319.53 feet;
, S 5Zo 501?9tt W, 300.00 feet;
S 4l o 31r43'r W, 101. 98 feet;
S SZ,50tZ9'i W, 1100.00 feet; .i
S 33.33t04tt W, 236,95 feet to a point on the South-tine of the NW 1/4
, of said Section l2; thence S 89'24123"
-W,
along said Souih iine, 1385' 13 \
' feet to the W l14 Cornet of said Section 12; thence N 1o27t03" E' along
the west line of said section lz, 2688.98 feet to the N'w corner thereof;
thence N 88' L',l)4g,t E, al0ng the North line of said section lz' 4135'5j
' feet to the NE Corner of the Nw 1/4 NE 1/4 of said Section 12; thence
N 0.03'Z5n E, along the West line of the SE 1/4 SE L14 of. said Section l,
1379.7? feel to the NW Gorner thereof; thence N 87'48t35'r E, along the
: North line of said SE l/4 SE Ll4, L377'58 feet to the NE Gorner thereof;
. thence S O.O4r45r' \rI along the East line of said SE f /4 SE Ll4, 8!.-35 feet; '
thence S Ig.Z6tl4'r W, 14?.58 feet; thence S Z?"19'49" W, 190. pL feet;
thence S ?.19r29" W, 86.95 feet; thence N t6'58'11rr W, 87.50 feet; thence
S f ?o00r49r W, 436.00 feet; thence S Z"ZLIIlrr E, 469.00 feet; thence
S !'AilZgil W, ll?. 86 feet to the point of beginning'
OF
a
Containing e35. 0?8 actes.
II- I
-.
-
1.
2.
3.
4.
5.
LION'S RIDGE WATER OISTRICT
Description of Existing System
An infiltration gatlery on Red Sandstone Creek.
A 'low head raw water pumping station having a capacity of 500
G.P.M. consisting of two pumps equ'ipped with automatic controls
to maintain a predetermined water leve'l in a tank.
A 250,000 gallon water tank.
A ch'lorination facility with all appurtenances.
A pumping station consisting of two variable speed pumps-eq!ipped
with automatic controls and having a de1ivery capacity of 500
G.P.M. against a head of 250 feet to supply the water to the dis-
tribution system.
6. 2,274 feet of 8-inch cast iron pipe.
7, 4,260 feet of 6-inch cast iron pipe.
8. Four 8-inch valves.
9. Twelve 6-inch valves
'10. Six fire hydrants.
I I . One bl eeder-b'lowoff .
i/')tt, f '",',--, ( f
, .n
s
n.f
--\-.:
1
liilf,:liiil, i:i{n icl,li,: i:it' i'i
u
rl
fl
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|rtq
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oro
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oo
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ut(,
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f,th
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I
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I
I
i
LroNrs rumE $EDr\iTsroN No. 2 - tl|Arm gtElEM
TirLs ileveloguent ulll be provtd,ed trlth donestle uater fron the facttttles
of tbe Ll,onrs Rtdlge Vater Dlstrtct,
(l[ote:) Htstortcel d,ata fron Valt Vtllage lndlcated, sn average conslut-ptlon of 80 e.p.A./p.E. $ltlr pea& day d.emand belng approrctnatety JOO$
of, average day, Thls alata nlLL berueed to conpute vater fegul,renentsfor l,lonre Rldge Rtltng #2.
lfhe topographlc extremeE of the Foperty requlre tbat lt be operatedtn tmo naJor pregsure zoneE and on6 sub-Eone.
Zone One encmpasses those Lsntls ad,Jotnlng I-?O eud Buffer Creelc
Subdlvleton. Servl.ce to thl.s areairilll be provldterl by the ertensi.on
of erclatlng Lloner Rfuige Water Dtstrlct facllltles, The main stetic
preseure ln thle area vlLL rrary between 80 and 130 p.s.t. tlepend.lng
upon elerratlon. Sone tndlvlahral Eervlce llne BreEEure red.uctl.on ne,;r
be dleslred tn the htgher pressure drdas d,ependlng upoa private equlf
ment ltnltatlons.
lftre proposecl na,rdnnu denelty of, zone one area f6 553 duelLtng ultts' at flrll clevelopment.Based on a populetlon of 3.2 people per dvelllng
unLt the eetlnated xater reqlrlremente rorrlil be aa followei , ,
\.oopg
u1uJ t4did
.-2,uJ \-
(tZ6r:- t0I(o .,ix60z@
Uci
o-\\]
(653.o.u.)(3.a r.r./o.u.; - aogo P.E.
Average Day Zone One(ao9o-e.r.)(8o e.p.a./p.E.) = 16Trafio glB.d.
Peak Day
(16Zraoo)(S) = 5or,6o0 e.p.d.
Feak Hour - ,+TO4 of average flou of average day .,
(r+.?)(tqLaoo +p.L,) - 1b1,.T s.p.n.r4&o mln/day
At peak hour demandl the ex16t14g 6 and I incb plpeltnes vlll deltver
the 516 g.p.m. to the zone ohe area sueteLntng a f,rlctl.qu bead LosE of
M.7 p.s.l vhlch uouLcl provld,e a worklng $regflue to the area of 33 to8l p.s.l. dependlng utr>on the elerret!1on.
Zoae One Storage Regulremdnts:
DoY =Equeu.zln' storage = ?Iloit#$i, , r67,no
IrJfz
LrJ
oo
toJo(J
G':o
co
z
o_
o(J
o
4
E,
LlJ
td:l ozttl
oo
t:
--/IJ
lrl
,
.t
o
Rav Hater Punping Capacity = IOO'g'p'tB'
(5oo s.p.n.)(t+)(60) = l4rgp g€iLLonE
i6t rrr" $toiage ' 228ttfr.
:
Ehergency Storage: = 2r* ot totaE of al! other otorage
nsuelfzfns f:61'?f/oFrlre t ,#ffi1 (,eil i o8'920
lorAx, slonAGE l9b'6oO
i
Use lOOrO00 gallons
The lnoposed ma,:d.nrm d,enslty otr the Zone ll!'o and' sub-zone aree ts 3BO
dvelltns un$s at *ti"iiiii'*"itt'. 1"i11,3-:-f*111"1."t""3;3tffi*.
;Hfi:irffilLii ii;."trr.t"a wargr res'irenente nou]d be aE f,olLonE:
(380 O.)(3.e ru/o.u.) = ra16'p.E.
Zone ftlo & Sub-Zone'
(eo e.p.d./P.E.) = 97r?ffi
= 3m4 Average Day
b) = 2glr8lo e.P.d.
(rtrfa)(t+)(6o) = 3l€'l8o sallone
Average
(146 P.
Peak
3)(n,
o
a
t
zonelHoencoE{p&s6esthoselandlsontheeasteniloftherld,geanalnil;"il;"-;"1i;i. w"t"r-rri:: le Bu!,I1rea to thle zone tbroush a prep
statlon d'rau{ng t"t"i-i"ot zo"u o*iiod puopl-ng rtllo zo13 lho storage
;;';"hH;{"T iai-r..r above tbe 1runp
-"t"hon. The na''n llne statxq
ptreasure tu fbts "on"-tiri vary rroi-lro-to llro p's'l d'epend'lng upon
elevatton. f,1.e area-ai-tfie foirer erla or-ine .t"it"y wtll be- seperated
to a sub-zone tv " t"ii ;;;;;;-";41"t* val're to reduce what wourd
"t"ii""fry be a-151 p.5.1i area to 90.p's'1'
Fealr fiour = l+?OS of average flotr average day
(l+.7) 9?,zBo e.,t.a. = 3r?.51
14{o rdn/'i8v
The frictlod loss at peatc hour.flLovi 1",!E-Bl tgly:P1-:":*t^::"1The frictloi 1o"" at pealc hour flovr ln.the U" na].n llolllc resurt rrt ."
preesure lose of ru""Ttttt]U i'l.r'7ioor'r' of ptpe and are coneld'ered'
. 202.L 8.p.
,.,r,i.:.-
o
ReguX.red Ftre Elor (
Q = L02o $ (r .: .or
P = I22 lP = 1'.X
Q = 1121 g.p.!I.
(ual)(h)(60) - 69),
Iese prnptng cepeclty
(220)(r+X5o) = ,z
g|rzrtr- gqllons
@ requlred, fl.re flov less punplng calnctty
tonal Boarii Plre Undervrttere)
) p ='loprtsttd tn tooo
?J:6rZIn gallone
triLre Storage = l+
Ebergency Storage *
Equeltzlng nr?€f,Flrc a5:6,2b
ZONE IITO & SIJB.ZOI\IE
use 40or0O0 ga,Llone
,tr
I
I{agER, sEt.IrR & RoAD ESIIIi{AltEl
WASER SXSTEM
DIOrage
Upper LOoTOOO gallon
Iower 5001000 galLon
Pr.up Statton anil Controls
Plpeltnes lncludtng val
B" 6200 r.f. @ ll.oo
6" 32OO 1.f. @ 10.00ntreltdrante 12@$600
Estlnatetl lota]. Water
SEIIOE CoILKImON SIISIEIIf
8a3o 1..f. 8n ee$er llne @
31 nanholeE st $550
Esttnetd lotal Serrer
.t0
iblng a6i
.@/L.r.
78r185
1?.080
$9i,gs
ROADS'
Surfaced, to asghalt wtth
Road BSoo I.f,. @ average
reqlrtred,
$6arooo
The lfater ancl Sewer
LXonrs Rltlge Etllng
o
o)(o
tf'<t
O)
c'lo
cr)
I
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I
Wd,rologlc Report on Ll
INSRODIJCTION
The naLn channeL in the
{hich is a tributary to
whieh in turn ls a tr1
toward, the south aniL west
shrubs vlth a feu tlnber
SI]I4'{ARY OT CONCT,USIONS
L. The mar<1mun magnitud,e
unnanned. clraw ls llr0 c.f.e
begtnntng of the etorn.
2, Snov neLt vil]- be the
but a sprlng or sunmer
CCIVIPIIIA$TOI{5 ADN DASA
25 year freguency storn
watershed, area
nar(lmun elevation
mlnlnun elevatLon
S.ength of channeL
runoff curve number
Q run off
TLne of ConcentratLon
Storn d,uration 6 nour
To = .7O Tc - .133
To = 3.9
Tqr/T, used = 2!m
.11
4eL
qcp = Lfi6
I"larctmum Peak Rrm off, = IltO
Ref: U.S. Soll
L9T2
Developrent nea.r Vall, Colorado
onrs Ri Develop.ent ls an unnaiued channeL
, r,rhicb is a trlbuta^qr to Oore Creek,
to the Eagle River. The watershed. slopes
and, Ls \,,ith a nountaln grasses end,
the upper reaches of the watersbed.
of the 2S year frequency flood, from the
whtch oceur about 30 ulnutes after tbe
roost' of the floods ln thl.s area,
eccount for the larger floods'
1.8 inohes ratnfall
22o acres
98oo+ M.s.I,.
Baoo+ M.s.L.
6350 r.r.
Bo
L.44 lnehee
.19 hours
revised,)
29.32
.I)o
ml2 f06? c.f.6./inch of run off,
.na)c.
O.f,.S."f,'2J yeat frequency stornr
U.S. Departnent of, Agrleulture t L958
rw L6,
tti iftsoln lto,wer $utiilldiitig
1860 Lincoin Street
Denver. Colorado 80203 Llon'I
I sqRI
Mr. Tom Taylor
Tayvel Environrnental
Box 763
Vail, Colorado 81557
Dear Torn:
We have been a
preliminary plane for the
Lionrs Ridge Waier Distr
Lionr s Ridge Subdivision.
sed by
develo
cornPany ol youlf
ent of land wifhin th€
ct lying st of the present
This letter is to a
District has sufJicient wa
units and that the Distric
The District also is agre
through the projected d
corrrpany and subject to
and specifications and to
District.
RAF/ba
e you that Lionre Ridge Water
er to su y the planned I,150
1S to eupply such water.
abl.e to e extension of its linee
loprne nt t the expense of your
e Distric 's approval of the plane
rule s nd regulations of the
y your B,
IDGE WATER DISTRICT
Very tr
LION'S
Ricl
Pre
dA.Francis
ident
UPPER EAqLE
Tayvel Environmental Land Co.Box 763Vai1, Colorado 81657
Attn: Carl- Ne1son
Gentlemen:
This wilL confirm that the UpperDistrict is ready, wiJ-J-ing and
sewer services to your clevelopmehave informed ug will involve acompletion of ileve3-opment.
The provisl-ons of the Rules & Rebe applicabLe to the constructiowhich you wiII need in your devethe procedures for desJ.g1, approestimates and the obtaj.ning of bDistrict folLowe the alternativeileveloper to construct ttre linesitself construct them.
Shoul-d you need any additional- icontact usr
.IVA:bjs
t
o
VALLEY SA,
P.O. Box 487
Minturn, Colorado
May 1-8, 19
ATNON
81645
DISTRICT
do not hesitate to
truly,
VALLEY SANTTATION DISTRICT
Eagle Va1ley Sanitationle to provide sanitaryt at Lions Ridge which you
oximatel-y 1100 units upon
l-ations of the District wii-lof sewer line extensionst. Section 6 sets forthaI by the Districtrs engineer,ds. In most instances the
rovisl-ons of alLowing theather tJran having the District
ormation
urs very
PER EAGI,E
V. Anato,President
I.
I
UND ROUND UTI ITIES
The insta'llation, by
has been approved by the
companies. The planning
as to execution has been
erground PVC conduit system
and tel ephone uti'li ty
en reviewed and agreement
Tayvel , of
el ectric,
and deslgn
reached.
anu
9ds,
has
Advantages.
A. Ease of access for repair.
I) Manholes every 500 feet.
2) Line can be repilaced with
B, Safety and better coordinati
three.
C. Less impact on environment
D. Contributes a great deal to
problems for utilities.
ut digging.
n -- one ditch instead
sightl iness.
'lving narrow corridotr
h Tayvel Environmental Land
of
I I. D'isadvantage.
A. Expense -- considerable,
Company will bear.
?t
Col-orado Springsl Colorado
May 10 t L972
Mr. Carl Nelson, ManagerTayvel Environmental Land CompanyP. O. Box 763
VaiJ-, Color.ado 81657
Dear Mr. NeLson:
This letter is in regards to theat VaiL, Colorado, and to the agr
Nelson, Manager, Tayvel EnviroMr. lI. G. Catron, District Engin
Company, for providing telephone
Environrnental Land Company pro
Ridge in the northwest area of Vai
Mountain BelL wiLl extend
deveJ.opment as the growthfacilities will be placed
provided:
1. The Talnrel Environm
have placed an entire undergroundthe deyelopment at no qost to
2. 'Mountain Be1l wil-l-
specified conduit. in perpetuity at
3. Mountain Bell wiLlfor the construction of this cond
A. i{ountain BeLL wil-l- aspecifications of the conduit syst
5. Mountain Bell wij-I p
the conduit system ;is being constr
Mountain BeLl is willing to perfo
present and proposed tariffs on fi
Corunission. I{o\,reverr in the event
changed or modified by the Commj"ss
obligated to assess such charges
We do not anticipate any changes b
materially affect your company.
I
I
[frlot4,/
Mountain Bell
telepho
and deveat no
fing held May 3 ' L9721
ts made by l4r. Carl
e1 Land CompanyI and
, I{ountain Bell Telephone
ce to the Tayvel
Located west of Lionrs
, colorado.
f,acil-ities into this
opment justif,y. These
t if the following is
taL Land company willuit system throughout
Befl.
ve
no
the right to use the
cost.
asslrme any Liability
system.
sist in the design and
no cost.
an inspector whileat no cost.
^t-ctu
t
{-
ovide
cted,
the above, based on its
e with the Public Utilitiesthat these tariffs are
on, Mountain Bell would be
the Conun'ission might direct.
the Consnission which would
t Mr.
Page
May
Nelson
L972
Carl
T!"o
10,
If you need additional
Springs at 636-4645.
Very truly yours,
II. G. CatronDistrict Engineer
please cal-I me in Coloradoinfornatio
o
I
Esglc Co. FLann:ng CourirtsgLon
GontLcmear
thtc Lcttcr ls to v6t'1fy thet'
of Vall. colo. bes sub'rd.ttod a 4eq
PubLlc $crvieo 0o. of, Co:Lo. A dct
by Publtc Servlcc Co. to sorve thl's ds
a.rrd eest of t'hc Errffor Cnook area, r*uo
lbtn Trylor
CarL Nelson
ch/rb
I
public Servtc'e
gaglo
Publtc Servl.cc
@lP
,.\
!ry x0, 19?2
vcl !$d Dcvrr.loPucnt Co.
f,or natrrall gas to tlrc
atudy lu now lJ| Progf,cBs
lopnont located nortl
ot tlrc **, og Vall..
Dlstrtc? !tgP.
. of Colo.
VAIL trABLE TV
P. O. BOX 336 . VAIL, CtrLtrRADO 81657 . FHONE 476'€.3'r'l
L
,--l
Llr. Carl lleleon .r I
Tayvel llnvironmental La,nd Co.
vall I
i'cy 9r!.972DATE
L'ie und.erstenC tl:r:.t you plan putting an uncl
rlrret syeten for rtlI utllitles ln your Fuffer
Creek aree Cevelopement. In tlre past, thls,
rnethorl hl,s proven the safest means for us in nost
ceses. r"e vill tre gJ-ad to heip in e,n1' r,ey lrlth
t):re enr"ineerlng e.ncL pS-annlng of such a sy,ttorn.
!,{anager
1,,. rrq/ln,rhc Drd,i.e Boord, ln<., Bor 50.t, Do rdr, Trrat
SIGNEO
o
'j
':
ffiffi_ffi -
F-' _ql
o
..-. ., . . - ._ lii! !r!
.a . .;..t ..,,,:;..,,.. . . . . ; , , .. ,, .. ,. ,. ; , .. :.. , ,!;..:.--.,.: i*.i**-:l*r***i*d,/. d-, .. I e.
.'ir.iii?..ri;*
:{,, F;
i'i'"
l{ay L, L972
Carl Ne1son
Tayve1 Environmental. Iand Co,
P. O. Box 763
Vail, CO 81657
RE: Underground ELectrie Power
Lions'Ridge Subdiv{slon, Zone 1
Dear Carl:
We have completed a deslgn and cost estlmate for Zone L of
Subdivision" Thls estimate is for a looped, dlrect buried
single phased primary underground system. This systern has
as located on the encl.osed drawing.
v:t:.f l
,.-. - -i:i.
g'J.t\
v&-,{r.
the Lione Rldge
14,400 volt,
trane formers
Single phaee l2O /240 volE three wire service wiLl. be avallabl.e at the tran6?
former location. It is the deveLoperts electriciante responsibillty to lnstalL
secondary cabl.es and conduits to meet nationaL el"ectric code epecifications
from the transformer Locations as shor,rn on the enclosed site plan to the
service entrance and meter stack for each buiLding. I beLieve the transformer
locatlons as shown balance the cost of primary and secondary systems to glve
you, the deveLoper, the most. economlcal power distribution system available
for this density as lt r"ra s related to me by l.tr. Tingley of E!.dorado Engineetlng
Company.
IE wiLL b6 necessary that the road right-of-way be dedlcated to utllity purposes.
Easements wiLL aLso be required along the lines that extend anay f,rom the road
right-of-way to the transformer Locationso This last easenent is to be granted
upon completion of construction for the faclLlties as Ehey exist in the fleld.
A surunary of the costs follow:
$34,946.60
5,940.92
7,850.00
$33,037 .52
This is an estimate and the final assessmeot or refund wtll be based on ao
engineerlng fleld survey upon comp!.etion of constructiono
Cost of Underground Cons truction
Engineering, I,,brehous lng & Overhead
Less Credit for Overhead
Net Prepaynent Required
-;:
+t-*i#i
,'w;4.n
.4.
,;':;'*7r,=-,!i.
I l"lr. Carl Nelson
May L, L972
Paoa 2
For your plannlng purposes it is estinated that burylng the^ exlstlng^overhead
main- feedlr through your property wouLd cost apgroxirnately $44,669.43.
Our contractor wilL arrive in the ValL area on the L5th of May for approxlmately
eight weeks of construetion. Upon recelpt of your check in the amount of the
prepay*ent required four weeks prior to beginning of conetructlon and a signed
copy of Ehis lerter as soon as possible, we will proceed ltlth the field engineer -
ing, seheduling and construction phases.
S incer ely ,
noLY cRoss ELECTRIC ASSoCIATLON, INC.
CLemons Mo Kopfr System
cc: Taylot Gamblin
Houard Tingley
Encl-. Site Plan
cuK/ep
ACCEPTED FOR DEVELOPER:
TttIe
By
o
:_:-==
=
chen and associates, inc.
3 -:3 CONSULTING ENGINEERS
s0tt & t0uNDAn0N
TNGINEERING
2600 WEST 2nd AVENUE, SUITE 7
1924 EAST FIRST .
r DENVER, COTORADO 80219
CASPER, WYOMING 8260I .3031935-4697
3071234-2126
PREL IHINARY SUBSOIL AND
CEOLOG IC INVESTIGATION
FOR
L ION' S R IDGE DEVELOPI,TENT
vAtL, coLoRAD0
I Job No. 8023
' Prepared for:
Lionf s RIdge Venture
e/o Mr. Cab Childress
22$ Emerson Street
Denver, Colorado 80218
TAELE OF CONTENTS
CONC LUS I ONS
SCOPE
PROPOSEO DEVELOPHENT
S ITE COND ITIONS
VEGETAT ION
GEOLOG Y
SUBSOIL CONDITIONS
FOUNDATION TYPES
DAI4 S ITE
S ITE GRAD ING
AOO IT I ONAL I NVEST I GAT I ON
FrG. I - LocATtoN 0F TEST PITS
FIG. 2 - LOGS OF EXPLORATORY TEST PITS
FlG. 3 - SWELL-C0NSoLtDATtoN TEST RESULTS
TABLE I - SU}4I'4RY OF LABORATORY T€ST RESULTS
I
I
I
II
2
2
4
4
f,
q
6
I
coNcLus toNs '
. The area ls sultable for the proposed devefopment. Nonajor geolo$1c problems were observed. The subsol Iconditions are quite varled but are general ty suitablefor sprea.d foot ing type foundat ions.
S COPE
This report presents the results of a prelimlnary subsoll and geologt c
lnvestigation for l/0 acres west of Vall, colorado which are proposed for
developrnent as the Lionrs Rldge venture. The report presents the general
subsoi I conditions, mos t feas ible foundat ion types, range of soi I pressures,
n:t":tc cond,ltions and hazards, and other lnformation for use in prel imlna:ry
planning.
PROPOSED DEVELOPMENT
We unders tand that the area wlll be divided into several parcels whlch:
will be developed separately. These parcels coincide with the topography and
the development ts proposed only on the flatter portions. The type of
development will consist of both low densiry and mediun density cpndomlnlum
type units, The low density areas are proposed in the valley area and the
higher denstty areas are proposed for the flat bench on the south portlon of
the property. some buildings up to 12 stories high may be cons idered ln this
area. Roads will be requi red for access to the various portions of the slte.
A low dam now exists at the west end of the valley and has created a
pond. lt is proposed to increase this pond to Z to 3 tines its present
I
sma I I
s ize.
I
S ITE COND IT IONS
At the rlme of our investlgation,
been made part way into the south port
the s lte
lon of the
\
.l
was vacant. 0ne'
property and the
o
-2-
of the access roads were belng surveyed.
The slte c€n be characterized by its topography. The south portlon
consists of a relatively flat terrace. The ground surface then rises
abruptly to the prominent Lionts Rldge, a narrow ridge runnlng east and west
throughout the property. North of the ridge is a valley. There l5 no stream
flowing in thls valley at the present time. Thls valley Jolns Buffer Creek,
a flowing stream, on the west. Northward f rorn the valley the ground surface
rises on a steep slope to a high ridge beyond the north property boundary.
o
VEGETAT ION
Vegetat ion on
and aspen t rees.
the south facing s
north tac Ing s lope
lso I ated clumps of
..^l I ^.,
the site
In genera I
I opes are
of Lion I s
aspen and
cons ists of gras s,
, the flat portion
sparsely vegeta ted
Rldge is heavily t
wi I low trees occur
GE OLOGY
geo I ogy .
whi ch is
bed roc k
ridge is
of s imi I
has been
errat ics.
The area sou'th of Llonr s
This terrace has been eroded
formed from glacial deposlts.
several smal I swales gccur
Ridge
since
is a te rrace
deposi tion and
o
o
-3-
ln it. North of this valtey ls the steep or scarp slope of Llonrs Rldge.
Large blocks of sandstone have fallen from the exposed outcrops of thlr
ridge, Thls rldge rises to 81454 feet, approximately 450 feet above the
average terrace level. The top of the rldge has both bedrock outcrops and
unqonsol idated glaclal deposits. The north slope of Llonrs Rldge. ls essentlally
a dip slope with a shal tow covertng of either col luvlum or glacial depoglts.
The valley north oF Lionrs Rtdge contsins deposits derived frorn glacial
action and bedrock ls not exposed. North of the valley isolated smal I out-
I
steep slope is covered with
colluvium. Elevation of the valley ranges from 8, 190 to 81352. The ground
surface to the north rlses. to approximately 818$0 feet on the north property
I ine.
The bedrock exposed on Lionrs Rldge consists
fine to medium grained sandstone wlth some beds of
portions of the bedrock are prominent cl iff makers
figure, The bedrock is jointed in oDe to two major
crops of bedrock occur but in general the
created loose blocks near the outcrop areas.
thin beds of limestone occur.
The glacial deposits in this area. cons
and conglomerate boulders but for the most
to coarse grained soils with abundant clay
cl ays to clayey gravel.
Nea r
lst of a
part cons
matrix.
Structura I ly, there may be
Lionts Rid9e. Thls fault is
i lding of the Rocky Mountains.
do not believe the faul t is si
a fault which runs
probably assoclated
Seismically, thls
o
cif
bu
we gnlficant to the
I
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.
No major geologic hazards were observed. In general, the slopes appear
to be quite stable and no aieas of subsldence nor instability were observed.
The main hazard we observed and whlch is of limlted extent, is the rock fall
that occurs from the rock outcrops, ln the area of the hlgh density develop'
ment, several large blocks were noted in two areas and are lndicated as
possible rock fall areas on the attached flgure. For the most Part these
large rocks were embedded into the soil and appear not to be Of recent orlgln.
one smaller area on the north slde of the val ley also aPpears to be en old
rdck fall area but similarly the detached rocks are partially burled. We
believe rock fall in the area can be easily control led by a system of observa-
tion and scaling when potentia||y urts table rocks are found,
SUBSO I L COND IT IONS
The subsoil conditlons were investlgated by observing road cuts and
L
quite varied and consist in general of a topsoil layer of organic- sandy €lays
to clayey sands overlying medium stlff sandy clay wlth gravel to loose to
medium dense clay.ey to gravel ly sands. Two undlsturbed sarnples taken from
thetestpitsindicatethesoitdoesnotposses5aswe||potentla|butw|ll
. settle moderately under loading.
. No I ree warer was encountered in any of the test pits but sorne of the
upper soils were very molst and there may be free water ln the meadow areas
during certain times of the year,.
FOUNDATION TYPES
In Eenera.l , the most suitable type
be' spread footinEs placed on the clays
digging l0 test pits in.the area proposed for development' The subsolls Are'
foundatlon for
and sand below
o
--
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l'laximum soll pressures wlll range from about tr000 to 41000 psf. For
heavier structures, spread foot ings placed on the lower nore granular solls
will be feasible. ldore detailed investigatfons will be requlred to provide
specific des ign crlteria for these structures.
a constrlcted area of the valley where it Jolns
lon is formed by bedrock on the south and a
It appears feaslble to. lncrease the size of
study is needed to provide detalls.
DAM S ITE
The existing dam lies ln
Buffer Creek. This constrlct
lateral moraine on the north,
the dam and pond. Addltional
S ITE GRAD ING
We assume that some site gradlng wlll be requlred both to preFare bufldlng
sites and for road cuts. We recommend that all cuts be kept to mlnlmum depth,
on the order of l0 to 15 feet. Cut slopes lnto the unconsol idated soils should
be no steeper than l|:1. .stoughing of the steeper existing cuts will occur.
hard bedrock may be steeper, up to vertical. However,Cut slopes into the hard bedrock may be steeper, up to verti
some rock fall can be expected. ln genera!, rock cuts can be steeper on the
south facing sfopes because of the dlp of the rock. The cut on the west end of
the site wilt probably be in unconsot idateil glaclal soils for the most part.
Fill slopes should be no s teeper than l|:1. Steeper s lopes may be posslhle
but they will be subject to ravelling and vegetation wllt be very dlfflcult
to become i'e-established., Adequate provislon should be made for surface dralnage
and through the road ernbankment.
. lf deep cuts or fills appear nu"*rrrrr, they should be studled on an
i nd iv idua I basis.
.
o
-5-
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ADD lT loML I NVESTTIGAT t0N
We bel ieve the present Investigation was
provide general information for planning and
suggest that further Investigatlon be accomp I
des i gn cr i ter ia.
lf there are any questions or lf we can
please let us know.
i..
in suff'l cient detail to
prel lminary des i1des lgns. V'le
ished to prfovide specific
provlde additlonal
cHEN AND ASSoCIATES, rNC.
I R CHlaob
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IIL Urrutrtrs
A, I^lnrrn Svsrell
B, SEweR SYsru4
C, UmeReRouruo Urtutrtrs
A, Wnren SYsrs'1
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LION'S RIDGE WATER DISTRiCT
The owners of real estate within the boundaries of the area
descrjbed in the attached Exhibit I organized an improvement and
service district under the provisions of Chapter 89, Colorado
Revised Statutes, .|963 and .1965 as amended for the purpose of
purchasing, extending and improving an existing water supply systern
situated within the boundaries of the area described and to supply
water to the inhabitants of the area. The water district is known
as the Lion's Ridge Water District and is situated west of the town
of Vai'|, Colorado in Eag'le County, Co]orado.
(See attached Exhibit)
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SECTION II
DESCRIPTION OT' THE DiSTRICT AREA AND BOUNDARY
A. AREA. The area proposed to be included in the Lionrs Ridge w'ater Dis-
tri.t is "ito"ted in the Sp f7+ of the SE I/4 of Section.l, and the North one half
of section 12 lying north of Interstate Highway ?0 in Township 5 south, Range 8l
West of the 6th Principal Meridian in Eagle County, Colorado, and includes the
Lion,s Ridge Subdivision, a map of which is on file in Book 2L5 at Page 648 of
the records of the County Clerk and Recorder of Eagle County, Colorado'
B. BOUNDARY. That part of the SE L/4 of the SE I/4 of Section I and of the
N 1/Z;Su"tio" 12 in Township 5 South, Range 8l West of the 6th Principal
Meridian in Eagle County, Colorado, described ae followsl '
Beginning at a point on the south line of section I which is 291.72 feet
'west of the sE corner of said section l, said point also being on the
Northerlyright-of-waylineofU.S.InterstateHighwayNo.T0;thence
along eaid Northerly rigtrt -of-way line ae follows: :
' S 88" l?'49" W, 139.05 feet;
S L" A?tlltt E, 75' 0l feet;
S 59' 5?'06tt W, 297.04 feet;.alongacurvetotheleftwhosetangentbearss5T.30'29''w"' . having a radius of 5900 feet and a central angle of 6040'00r'r on
arc dietance of 686.50 feet to a point of tangeut;
S 50' 50'29rt W along said tangent 1665' 30 feet;
S72'58t35rr W, 3I9.53 feet;
S 52' 50129'r W, 300.00 feet;
S 4l o 3lt43tt W' l0l. $8 feet;
S 52'5OtZ9" lfl, 1100.00 feet;
S 33'33'04 11 W, 236,95 feet to a point on the Southline of the NW l/4
of said Section 12; ihence S 8g'Z4tZ3trW', along said South line' 1385' 13 r
feet to the W' l/4 Corner of eaid Section 12; thence N 1'27'03" E' along
the west line of said section 12, 2688.98 feet to the N'w corner thereof;
thence N 88.I?r49'r E, along the North line of said section L?, 4135.59
feet to the NE Corner of the NW' 1/4 NE l/4 of said Section 12; thence
N 0o03r25" E, along the west line of the sE r/4 SE L/4 of. said section 1,
f3?9. 7? feet to the NW Corner thereof; thence N 8?'48t35'r E' along the
. North line of said sE 1/4 SE L/4, L377,58 feet to the NE Corner thereof;
. thence S O"04r4Sn W'along the East line of said SE i/4 SE L14, 84.35 f.eet;.
thence S 18.26'14" W, 141.58 feet; thence S Z?'L9149" W, 190.91 feet;
thence S ?o19r29" W, 86.95 feet; thence N 16'58tl1rr W, 87.50 feet; thence
S l?.00'49" W, 436.00 feet; thence S Z'ZI,Il'r E, 469.00 feet; thence
S l'46r29't W, ll?.86 feet to the point of beginning.
Containing ?'35. 07 I acres.
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LION'S RIDGE WATER DISTRICT
Description of Existing System
l. An infi'ltrat'ion gallery on Red Sandstone Creek.
2. A low head raw water pumping station having a capac'ity of 500
G.P.M. consisting of two pumps equipped with automatic contro'l s
to maintain a predetermined water level 'in a tank.
3. A 250,000 gallon water tank.
4. A chlorinatjon facility with a'|1 appurtenances.
5. A pumping station consisting of two variable speed pumps-equipped
w'ilh iutomatic contro'ls and-having a defivery capacity of 500
G.P.M. against a head of 250 feet to supply the water to the dis-
tribution system.
6, 2,274 feet of 8-inch cast iron pipe.
7. 4,260 feet of 6-inch cast 'iron pipe.
8. Four 8-i nch va'lves .
9. Twelve 6-inch va]ves.
'10. Six fire hydrants.
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IJON'S RIIEE SUBDTVISTON NO. 2 . WAtrER 5IETB4
Thls development wlLL be provld,ed wlth doneetlc water from the facllttl.esof tbe Llonre Rttlge l{ater DlstrLct.
(Note:) Iltstortcal tlata fron ValI Vtllage lnd,tcated, an average consutr-
ptlon of 80 g.p.A./f.E. wlth pe€k aiay d,ena,ntl betng epprorctEately 300$
of, average dlay. ThLE d,ata vlLL be used to corqute uater reguirenentsfor Llonre Ridee Etllng #2.
The topographlc extremes of the property requite that lt be operated,
Xn two naJor pressure zones andl one sub-zone.
Zone One encmpasses those lancls adJotnlng I-fO and Btffer Creelr
Subd,lvlslon. Servlce to thlE area wlLl be provLtled by the ectenslon
of e:dstlng Lloner Rldge Weter Dlstrlct facllltlee, The maln statlc
pressure ln thls area vllI rrary between 80 anri 1J0 p.e.l. depend.ing
upon elevatton. Sone lndtvldlual eervlce ll,ne pressure red,uctlon nay
be cleslrecl ln the htgher pres{rure erias d,epenill.ng upon prirrate e$dp-
nent llnltat{ons.
The lxoposetl, na,:dnun denal.ty of zone one atrea te 553 dvelJ.lng rurlte
at fulI tlevelopment.Sased on a Bolnrlatlon of J.2 people per dwelllng
rnLt the estlnateat uater reqldrernents votrld bE as followg:
(553.D.u.)(:.a p.e./o.u) - 2o9o P.E.
Average Day Zone One
(aogo ap.)(Bo e.p.a./p,n,) = t5?raOo g;p.at.
Peak Day
(r5?reoo)(3) =
'ot,600
e.p.d.
hak llrur - t+TOfi of average flov of average d,ey o
(1.7)(lfT,aoo e,f.a.) - fl+j.t s.p.n.fl+lrO min/flay
At peak horrr demand the erclstlng 6 snd, I lnch plpeltnes vlll dlellver
the 51r.5 g.p.m. to the zone ohe area suetatnlng a f,rlctlon heait los\ of
M.7 p.e.f wbich vould p'rovl<le a vorklng lressure to tlre aree of 33 to
BJ p.s. 1. dependin6 upon the elevatlon.
Zoae Oue storage Requlrements:
Eqnartzlns storese = flf.ifrff:bry'' L'v,m
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-,v Flre Storege = b hours @ reguXred f,tre flov lese pruldrg capacity'
Requlred E[re f,lov (Nattonal 3oa'rtt El're lladenrrlterg)
Q = 1o2o ff (f - .oI {F) P = polnrlatlon ln looo
i = z.og {F = r.l+\5
q = tl+!a g.p.n.
(1t+52) (l+)(60) = 3l8rlr8o saltong
Raw Water h.uping Capactty = l0O g'p'n'
(5oo s.p.n.)(t+)(60) = 141990 gellone
r6t Trr" Storage = zzstlJfn
hergency Storege: = 25* 6 total of o1I other storage
Eeuallzlng 167r'200nrre -' .egrtff.(39r,ffi)(.2t) . -J-bH-
T0III, s$cnAc:E
2?8r\gg
l+9br500
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naln worrld result tn a
Use lOOrO00 gal3.one
Zone T'wo eneompasses those Ia'ntls on the east end of the rtdge and' ln
theuppervalley.w.t""_"irrbesupplledtothlszonetbrorrghapulop
station cLranlng ""t'uiJ"ot-2o"" onu-i",A },urtr)ing Xt tto Zone 1ft{o stolage
li-Jr lir.i'.iffi 360 feet above the sup -"tJtro"' The neln llne static
pressure in this ,o".-tiff-o"ty croDt-l+o to llro p's'L d'ependlng upon
elevatlon. ttre area-ai-ltre roi'er encl of tbe valley vtll be separated
toa6ub-zonebyanal.npreseurereducl.ngvalrretoredlucerhatvorld
"t"ti"*ffy rc a f6f p.e.li area to 90 p's't'
The proposed n€,>d.mun denslty of the Zone ftro a'na sub-zone a'!ee ts 38O
dwernng writs at niri-I"".i.lrent.' Dased. on a populatlo-n of 3.2 people
per duelllng unlt the esttnatld' water requlrenents tould be as foJ.lows:
(3Bo D.u.)(3.a m7o.u.1 = u16&8.
Average DaY Zone T'wo & Sub-Zone
(iAA'p.E;)(so e.p.a./p.n.) = 97'28n
Peak D€y = 3@dp Average DaY
(S)(gZ,-2Bo) = 29l,Bl{o s.P.d.
Feak (l+.7) g?,a8o e.,pra. =I4rO nln/alay
llhefrictlonlosgatpealcborrr.f!.orrtntheB''nalnwouldlresulttna
pressllre loee of r""rTil""r"5;u ill.i.7ioor.r. of ptpe a,nd are consld,eredl
iif*ll"eenand 1111 be euptrfiletl rrcrr sra\rltv etorase rl 1l' taDhs'
n " p,rtp Etettoa *p""i[v-[iiea on pgday usage le qs folrors:
DaaI PrqPE at L!0 g'P'n'
ff+rffi&5 ' 202'L $oporo carscltv resuLred'
average daY
3r?-51
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Storage Zone Two
Equallzlng Storage =3ofi ot Peak hy =(.3)(29r,Bl$) =9Ttfu 8a1 lonE
-@.1$Q
saltone
391r90O gallons
Flre Storage = 4 houre @ reqrrlred, flre flow less purpl.ng catrnclty
Reguirerl, Etre ELor (trattonal Soer{l E[re Unrlemrttere)
Q = 1o2o E tt - .o1 f!)
P = 1.22 lP = l'.1
Q = Ll21 go.p.Eo
(rrar)(4)(60) = N9,oln
Iess pnptng capactty
(2ao)(h)(60) = (2.Boo
?f6ral4o
&elgency Storage ='2J$ ot Tota"l of aLL otber etorager4usllzln€ 97r28oI'lrc 2L6,2Wffi(,2il
zor{E rwo & srJE-zoNE soxll, sroRAcE
Uee l0Oro0o ga,Llone
P -'lopul"atton Lu 1@0
' 2J:6rz!o gallone
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}TAS'R STSES{
storage
I
Upper I+OOrOO0 gallon
Iorer 500r0OO gallon
Rnp Statton and, Controls
Ptpeltnes includlng valves anil fttttngs
B" Saoo 1.f. @ ll.oo
6" 32OO l.f. @ 1O.0O
Ei.re l{ydrsnts 12 @ $600
Eettnated Sotal.Water
.
SDTAOE COII,MTION STSIE,I
balo t,f. 8n eeyer Ilne @ 9,50
31 uenholee at $550
Esttuateil Sote.L Sever
ROADc'
Surfaced to aslha-lt vltb, crtbblng ae requlreal
Roail BSoo r.f. @ average L5,N/L.f.
96rooo
l2orOOO
lbrOoO
68reoo
32rOOO
T.no
$33?,400
?8rr85
L7,Ow
$9ir23i
$132rooo
fhe Water and Sewer Syetens to serve the ultlnate clevelopent of
Llonrs Rtdge ELllng ifQ wfII be conetructed tn pbases as tbe ]-analls developed,q [[atn plpellnes and pmp etat'toa vtll be Elzed for'ultlnete reqriirenents. Water rtorage wlll be constructeil X.n lacre-
.
bent6 to paral.lel tlevelolment lequJ.renents.
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{yd.rotogLc Report on Lionsts Ridge Devetopment near Vall, Colorado
II{IRODIJCTION
The maln channeL ln the LLonrs Rld,ge Develognent is an unnamed channel
uhlch ls a tributary to Buffer Creek, vhich is a tributary to Oore Creek,
vhlch Ln turn is a tributary to the Eagle Rl.ver. The watershed slopes
touard, the south anci west and. Ls covered, wLth a mourtain grasses and
shrubs vith a fev tlnber standLs near the upper reaches of the watershed..
SUMMART OT CONCLUSIONS
1. The ma.:<lnrm magnitud.e of the 2J year frequency flood. fron the
unnamed, d,raw is llro c.f.s. vhich wiLl occur about 3O mlnutes after ihe
beglnnJ.ng of the storm.
2. Snov melt vil1 be the origin of nost of the fLoods in thls area,
but a sprlng or sunmer rainstorm vLll account for the J-arger fLood.s.
CCS.,IPLITAgIONS ADN DASA
2J yeax frequeney storn
watersheaL erea
maximun elevation
mlnirmnn elevatlon
length of channel
runoff curve nurnber
Q run off
TLne of Concentration
Storn d,uration 6 hor.rrs
To = .70 Tc = .133
1.8 inches ralnfall
220 acres
g8oo+ M.g.L.
Saoo+ M.s.L.
5350 r.r.
80
I.l+lr lnches.lp hows
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To = 3.9
TerlTn used = 25 Tn (re'dsed) =. r>o
q..., = lr84 (area) !St+ (.:kh mr2) .,n.rp(revJ.eeaiff=Lo57c.f.s./inchofrunoff
Q{p = Lfi6 Qnr.-*- = ora
9p t*.
To/Tp conputed 29.32
Maxlmum Pealc Run off = IIo c,f.s. fov 25 year frequency storn
Ref: U.S. Soll- Conservatlon Service, U.S. Departnent of AgrlcuJ-ture t 1958
hepa,red, by,
7) ."'\ t 4t3*^1.'' ' <t'z<aE--2'------..
D,rane R. Jensen
tLlne(olfl 1 (rlr'{er f.:,r,!ilidl:D€
1860 Lincoln Stieet
Denver, Colorado 80203 LEosr'smEdqe
WaterffiustrilCt
M:ay 30, 1972
Mr. Torn Taylor
Tayvel Environrnental Land Company
Box 763
Vail, Colorado 8f557
Dear Torn:
We have been advieed by your cotnPany of your
preliminary plans for the development of land within the
Lionrs Ridge Watet District lying west of the present
Lionrs Ridge Subdivision.
This }etter is to advise you that Lionrs Ridge Water
District has sufficient water to supply the planned I' 150
units and that the District is willing to supply euch water.
The District a!.so is agreeable to the extension of its lines
through the projected developrnent at the expense of your
corrrpany and subject to the Districtts approval of the plans
and specificatioris and to the rules and regulations of the
District.
Very truly yours,
LION'S RIDGE WATER DISTRICT
Richard A.
President
RAF/ba
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The proposed d.evelopnent on Llonrs ld.dge Fillng /ts wflL be
' cerved by a cormunlty sevege collectlon system. Sewage efflu-'. ent fron tbe developrment vt1l be treated, 1n tbe Upper Eagle
vaIley Sqnltatl"on Di.strtct Hlant at Avon. This developneut le
flbe entire collection systen w111 operate by grauity fJ'ov' IBe
, ( ' .: i 'development In the draluage area of the back valley vlll be .-
LntotheU.E.V'S'D.LlnesintheBufferCreeksubdlvislon'T.Xe'r''. \', d.eveloment on the east face of the rld,ge v111 be served by 9l''
.::,,1'., nr"fnlvlfcft v111 connect to tbe er<tstlng l^lonrs Rlclge ftiling #l' collectlon systeD.
I ', \ 'rr'
,l i ' i i fn. front valley dlevelopment vll-I be served, by naklng -cotmec-tlon to tbe U.E:V.S.D. rqalne on the froatage road, and'r/or ln'' : Buffer Creeh $rbd1v161ou as d.Lctated. by develolmeDt Locatlon.
AIJ. constructlon riLL be eccqtlshed, tn ascord,ance wltb the
IEper Eagle Valtey Sarttet'lolr DI'strl'ct.
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2 - Sewerage Systeg
o UPPER EAqLE VALI,EY S.A.NITA.TNON DISTRICT
P.O. Box 487
Minturn, Colorado 81645
May I8 | L972
Tayvel Environmental land Co.Box 753Vail, Coloradto 81657
Attn: Carl Nelson
Gentlemen:
This will confirm that the Upper Eagle Valley SanitationDistrict is ready, willing and able to provide sanitary
sevrer services to your ctevelopment at Li.ons nidge which you
have informed us wilf involve approximatety l-100 units uponcompletion of clevelopment.
The provisions of the Rules & Regulations of the District willbe applicable to the construction of sewer line extensionswhich you will need in your development. Section 6 sets forththe procedures for desigr-r, approval by the Districtrs engineer,estimates and the obtaining of bids. In most instances theDistrict follows the alternative provisions of allowing thedeveloper to construct the lines rather than having the Districtitself construct them.
Should you need any additional information do not hesitate tocontact ua.
ours very truly,
UPPER EAGLE VALLEY SANITATION DISTRICT
Ar^plLu"r
Ulohn V. Amato, president
i|Tt/A:bjs
o
o
o C, UmeReRouln Urtutrtes
UNDERGROUND UTILITIES
The installation, by Tayvel, of an underground PVC conduit system
has been approved by the electric, gas, TV and telephone uti'lity
companies. The planning and design has been reviewed and agreement
as to execution has been reached.
I. Advantages.
A. Ease of access for repair.
'l) Manholes every 500 feet.
2) Line can be replaced without digging.
B. Safety and better coordjnation -- one ditch instead of
three.
C. Less impact on environment -- sightliness.
D. Contributes a great deal to solving narrow corridor
problems for util ities.
II. Disadvantage.
A. Expense -- considerable, which Tayve'l Environmental Land
Company will bear.
j,
o
Mountain Bell
Colorado Springs, Colorado
May 10, L972
Mr. Carl Nel-son, ManagerTayvel Environmental Land CompanyP. O. Box 763Vailr Colorado 8L657
Dear Mr. Nelson:
This letter is in regards to the meeting held May 3, 1972,
at VaiI, Colorado, and to the agreements made by l4r. CarI
Nelson, Manager, Tayvel Environmental- Land Company, and
Mx. H. G. Catron, District Engineer, Mountain Bel-L Telephone
company, for provid.ing telephone service to the Talnrel
Environmental L,and Company property located west of Lion's
Ridge in the northwest area of Vail-, Colorado.
Mountain Bell will extend telephone facilities into this
development as the growth and development justify. These
facilities will be placed at no cost if the following is
provided:
1. The Tayvel Environmental Land Company will
have placed an entire underground conduit system throughout
the deyeLopment at no cost to Mountain Bell .
2. 'Mountain BelI wilL have the right to use the
specified conduit in perpetuity at no cost.
3. Mountain Bell will not assune any J.iabiJ-ity
for the construction of this conduit system.
4. Mountain Bel1 wil-l- assist in the design and
specifications of the conduit system at no cost.
5. Mountain BetI will provide an inspector while
the coniluit system is being constructed, .at no cost.
Mountain BeIl- is willing to perform the above, based on its
present and. proposed tariffs on file with the Public Utilities
Commission. Ho$tever, in the event that these tariffs are
changed or modified by the Corunission, Mountain Bel-l- would be
obligated to assess such charges as the Commission rnight direct.
we do not anticipate any changes by the conmrission which would
materially affect your company.
I Mr. Carl NelEon
Page Xhro
May l0' 1972
If you need adclitional
Springs at 635-4645.
Very truly youre,
72/wH. G. CatronDigtrj.ct Englneer
inforrnation, pJ-ease cal-l me in Colorado
o
public Servic'e Company qP Collorodl@
l'Fr 10, 19?2
- Slncercl;r,tHt,Svaa'( P"'fi/ryfnes+' flcru.-Yt U
Ea{ijlc Co. Dlotrlct Mgr.
Publtc ServLcc Co. of 0ol-o.
Eeglc Co. PlsDntng OonmLseloa
Gont'lenent
thla' lctter le to vcrlf,y 15a1 5q1rcl lfnd Dcrclopnont- Co'
of Vall. Colo. has subrd'ttcd
-a
4agucet for naturEl gao to thc
zuufr" Eorltfci 0o. of CoIo' A dctaiLcd sturff le now ln progrcsi'
iy-Fuurrc serrrlce co. to ser:vo thLe dovc}oprnent locatedrrorur
"irA "aut of thc Buffir Creok araa, rnst, of t'hc To16 of VaiL'
lbm Trylor
Cef,l Nolsm
eh/rb
VAIL trABLE TV
P. B. EOX 336 . VAIL' trgLtrRADO 8T657 . PHtrNE 4765,AT,
DATE
llr. Carl itrelaon
Tayvel ErwLronrnentat land". Co.
lta1L
SIGNEO
@
fEE
caa16x.niaci.
o
J
',,!ey 911-972
'te und"erstenC tlrat you pl"an puttlng an under
duct systen for rr11 utllttles ln your Buffer
Creek area.Ceveloperoent. In the pastr thls
met\od h.l.s Jroven the safest rneans for us in nost
csse6. t'le r.,111 he glad. to help ln any v;r:y t'rlth
t):.e englneering s.nd plannlng of Fuch a systen,
BY
'',,tr rr c/-'n lhc Druwn! Bodrd, ln(,, Boi 5Ot D6rlar, Tcro!
May I, 1972
Carl Nelson
Tayvel Environmental Land Co.
P. O. Box 763Vail, CO 8L657
RE: Underground Electric Power
Lions 'Ridge Subdivlslon, Zone !
Dear Carl:
We have completed a design and cost estirnate for Zone l of the Llons Rldge
Subdivision" This estimate is for a looped, d{rect buried J.4,400 voLt,
single phased primary underground system. This system has transformers
as located on the enclosed drawing.
Single plnas e L20/240 volt three wire servl.ce will be avallabLe at the trana-
former location. It is the developer's electrician's responsibility to install
secondary cables and conduit.s to meet naEional electric code speciflcaEions
from the Eransformer locations as shovm on the enclosed site plan to the
service entrance and meter stack for each building. I believe the transformer
locations as shown balance Ehe cost of primary and secondary systems to give
you, the developer, the most economical power distribution system available
for this denslty as l-t rra s related to me by l,Ir. Tingley of Eldorado Engineering
Company .
It will b! necessary that the road rlght-of-way be dedicaced to utility purposes.
EasemenEs will also be requlred along the Llnes that extend away from the road
right-of-way Eo the transformer locaEions. Thig l-ast easement iB to be granted
upon compleLion of construction for the facilitles as they exiet in the fleld.
A s uarnary of the cosEs foll-ow:
$34,946.60
5,940.92
7,850.00
$33,037 "52
This is an estimate and the flnal assessment or refund wiLl be based on an
engineering field survey upon completion of constructiono
Cost of Underground Cons truc t ion
Engineering, trIarehous ing & 0verhead
Less Credit for Overhead
Net Prepayment Required
O
llr. Carl Ne1son
l"lay t, L972
?age 2
For your planning purposes it ls estimated that burylng the exlstlng overhead
nrain-feeder through yo.tr ptop"rty would costt approxitnately $441669.43.
our contf,actor ryill arrlve in the vail area on the 15Eh of May for aPProxlnately
eight weeks of conetruction. Upon receipE of your check in the amount of the
prlpayment required four weeks prlor Co beginning of construction and a signed
copy of Lhis letter as soon as possible, we will proceed with the field englneer-
ing, scheduling and construction phases.
S inc er e ly,
HoLY CROSS ELECTRTC ASSOCTATIoN, rNC.
Cl-emons M. Kopf r SYstem
cc: Tayl-or Gambl-in
Howard Tingley
Enc1. Site Plan
CMK/ep
ACCEPTSD FOR DEVELOPER:
Tirle
Date
By
o
L
IV, $rr-s
= ==:flaat
7 - = cnen and assoclates, lnc.
= ---: =: - = CONSULTING ENGINEEBSo
solt & fouNDAltoN
ENGINEERING
2600 WEST 2nd AVENUE, SUITE 7 o DENVER, COTORADO Eo2l9 . 303/93s-4697
1924 EAST FfRST o CASPER. WYOMING 82601 o 3071234-2126
PREL IT4 INARY SUBSO IL AND
CEOLOGIC INVESTIGAT ION
|.un
L ION' S R IDGE DEVELOPMENT
vA tL, coLoRAD0
Prepared for:
Lionf s RIdge Venture
clo Mr . Cab Gh i I dress
22t Emerson Street
Denver, Colorado 80218
Job No. 8023 Hay lJ, lJlZ
c0NcLUs roNs
SCOPE
PROPOSED DEVELOPMENT
- S tTE COND ITTONS
VEGETAT ION
GEOLOGY
suBsoil- coNDtTt0Ns
.' . FOUNDATTON TYPES
DAM S ITE
S ITE GRAO ING
AOD ITIONAT INVESTIGATION
_. FtG. | - LOCATTON OF TEST PITS
-= FIG. 2 - LOGS OF EXPLORATORY TEST PITS
TABLE OF CONTENTS
FIG. 3 - SI^/ELL-CONSOLTDATION TEST RESULTS
TABLE I - SUHI4ARY OF LABORATORY TEST RESULTS
l
l
4
5
5
6
c0NcLUs 10Ns
o . The area is sultable for the proposed development. No.major geologlc problems were observed. The subsollconditions are.quite varied but are general ty suitablefor spread footing type foundations.
I
SCOPE
This report presents the results of a prelimlnary subsol I and geologlc
investigation for l'/0 acres west of vatl, colorado which are proposed for
development as the Lionrs Rldge Venture. The report presents the general
subsoil conditions, mos t feasible foundat ion types, range of soil pressures,
geologic conditions and hazards, and other lnformation for use in prel imlnary
p I ann ing.
' PROPOSED DEVELOPMENT
We understand that the area will be divlded into several parcels whlch
wil I be developed separately. These parcels coincide with the topography and
the devel opm€nt ls proposed only on the flatter portions. The type of
deve'l opment will consist of both .low density and mediunr density condomln ium
type units. The low density areas are proposed in the valley area and the
higher density areas are proposed for the flat bench on the south portlon of
the property. some buildings up to l2 stories hlgh may be cons idered ln this
area. Roads will be regui.red for'access to the various portions of the site.
A low dam now exists at the west end of the valtey and has created a
small pond, lt is proposed to increase this pond to 2 to 3 times its present
size.
5 ITE COND IT IONS
At the time of our investlgation, the slte was vacant. One road had
been made part way into the south portion of the property and the remaindero
-2-
of the access roads were belng surveyed.
The site can be characterized by its topography. The south portlon
consists of a relativety flat terrace. The ground surface then rises
abruptly to the pronrinent Lionrs Ridge, a narrow ridge running east and west
throughout the property. North of the ridge is a vatley. There ls no stream
f lowing in this valley at the present time. Thls valley joins Buffer Creek,
a f lowing s t.ream, on the west. Northward fron the valley the ground surface
rises on a steep slope to a high r.idge beyond the north property boundary.
VEGETATION
Vegetation on the site consists of grass, sage bruih, willow, evergreen
and aspen trees. In general, the.f lat portion is covered with sage brush and
the south facing slopes are sparsely vegetated with brush and grass. The
north facing slope of Lionrs Rldge is heavily timbered with evergreens.
lsolated clumps of aspen and willow trees occur in the meadow areas of the
va I ley.
GEOLOGY
The topography of the site is controlled closely by the underlying bedrock
geology. Lionrs Rldge is a scarp and dip slope foflned by a sandstone formation
which is tentatively identified as a menrber of the Maroon Formatlon. The
bedrock dips about 40 degrees toward the north and the north slope of the
ridge is Formed on its dip slope. The north side of the valley is a scarp slope
oF similarly dipplng beds. This valley as well as the main Gore Creek valley
lras been glaciated. Both valleys show a marked rrUrr shape and many glacial
errat ics.
The area south of Llonrs
This terrace has been eroded
Ridge is a terrace
s ince depos i t ion and
formed from glacial deposlts.
several small swales occur
o
-3-
In it. North of this valley ls the steip or scarp slope of Llonts Rldge.
Large blocks of sandstone have fallen from the exposed outcrops of thls
ridge. This rldge rises to 81464 feet, approximately 450 feet ebove the
average terrace level, The top of the ridge has both bedrock outcrops and
unconsolidated glacial deposits. The north slope of Llonrs Rtdge is essentlal ly
a dip slope with a shallow covering of either colluvium or glaclal deposits,
The val Iey north of Lionrs Rldge conteins depos its derlved f rorn glaclal
action and bedrock Is not exposed. North of the valley isolated smal I out-
crops of bedrock occur.but in general the steep slope is covered with
cof fuvium. Elevation of the val ley ranges from 8, 190 to 81352. The ground
surface to the north rises. to approximately 81850 feet on the north property
I ine.
The bedrock exposed on Lionrs Rldge consists of thln to masiive bedded
fine to medium grained sandstone wlth s orne beds of conglomerate. The nasslve
portions of the bedrock are prominent cliff makers and cre shown on the attached
figure. The bedrock is jointed in oDe to two major directions, which have
created loose blocks near the outcrop areas. Near the top of the ridge, some
thin beds of I imestone occur.
The glacial deposits in this area conslst of a few large erratlc aranite
and conglonrerate boulders but for the most part consist of deposits of fine
to coarse grained soils with abundant clay matrix. These soils vary from
cl ays to clayey gravel.
Structural ly, there may. be
of Lionrs Ridge. This fault is
bu i I d i ng of the Rocky Moun ta ins .
we do not believe the fault ls s
a fault which runs through the valley north
probably assoclated with the general mountain
Seismically, thls is not an act ive area and
ignificant to the proposed development.
o
-4-
No major geologic hazards were observed. In general, the s lopes aPpear
to be quite stable and no areas of subsldence nor Instability were observed '
The main hazard we observed and whlch is of limlted extent, is the rock fall
that occurs from the rock outcrops. In the area of the high density develop'
ment, several. large blocks were noted in two areas and are indicated as
oossible rock fall areas on the attached figure. For the most part these
large rocks were embedded into the soil and appear not to be of recent origln'
one smaller area on the north side of the val ley also aPpears to be an old
rock fall area but similarly the detached rocks are partially buried. We
bel ieve rock fall in the area can be easily control led by a system of observa-
tion and scaling when potentially unstable rocks are found.
SUBSOIL COND ITIONS
The subsoil conditions were investigated by observing road cuts and
digging l0 test pits in.the area proposed for development. The subsolls arq,
. quite varied and consist in general of a topsoil layer of organic sandy Clays
to clayey sands overlying med iurn stlff sandy clay wlth gravel to loose to
nredium dense clayey to gravel ly sands. Two undisturbed sampl es taken from
the test pits indicate the soil does not posses$ a swel I potential but wlll
settle moderately under I oad ing.
. fJo free'water was encountered in any of the test pits but some of the
upper soils were very moist and there may be free water in the meadow areas
during certain times of the year,.
FOUNDATION TYPES
In geneial, the rnost suitable type foundation for Ilght s tructures wiII
be'spread footings placed on the clays and sand below the upper topsoll.
o
o
')-
Maximum soll pressures wlll range from about 11000 to 41000 psf. For
heavier structures, spread footings placed on the lower more granular solls
will be feasible. More detailed investigatlons wil I be requlred to provide
specific design crlleria for these structures.
DAM S ITE
.'-.Ine exrStrng
Buffer Creek, Thi
I ateral mora ine on
the dam and pond.
dam lies in a constrlcted area of the valley where it Jolns
s constriction is formed by bedrock on the south and a
the north, lt appears feasible to Increase the s |,ze of
Addltional study is needed to provide details.
SITE GRADING
We assume that some site gradlng wlll be requl red both to prepare bulldlng
sites and for road cuts. We recommend that all cuts be kept to mlnlmum depth,
on th€i order of l0 to l5 feet. Cut slopes Into the unconsol idated soils should
be no steeper than ll-:1. Sloughing of the steeper existing cuts will occur.
Cut slopes into the hard bedrock may be steeper, up to vertical. However,
some rock fall can be expected. In generalr. rock cuts can be steeper on the
south facing slopes because of the dip of the rock. The cut on the west end of
the site will probably be in unconsol idated glaclal soils for the most part.
Fitl slopes should be no s teeper than lf:1. Steeper slopes may be posslble
but they will be subject to ravelling and vegetatlon will be very difflcult
to become re-established., Adequate provision should be made for surface dralnage
and through the road embankment.
. lf deep cuts or fills appear necessary, they should be studled on an
individual basis.
O
-6-
:
ADD ITIONAL INVEST IGATION
We bel ieve the present lnvestigatlon was
provide general information for planning and
suggest that further investigation be accompl
des i gn criteria.
lf there are any questions or if we can provlde additlonal informat ion,
pl ease let us know.
CHEN AND ASSoCIATES, lNC.
ln sufficient detail to
prel lminary des igns. We
ished to pdovide speclfic
By
RCH,/aob
Reviewed By
Fu Hua Chen, P. E.
TPI
TP6
WC=20.9
DD=106.7
-rP 2
'tP 7
TP3
TP8
TP4
Tp a
IP5
lE.Q$lr
A Topsoil, sandy clay to clayey sand, moist, roots, dark brown'
II
-V Clay (CL), sandy to gravelly, sof t to stif f, nroist to very moist,
lz1 brown to red-brown. some porous zones
71 Sand (SC-CL). clayey to clay, sandy, medium densc, moist, brown,
f;j sonte gravel-cobble sizes,
Fn Sand (5C), clayey, medium dense, moist, brown, with gravel
V:!,'."1 and cobb I es .
ffi sand (sH), sil ty, nredium densc, moist, brown, with gravcl.
v.':::l
ffi! Gravel (CC), ctayey, mediunl dense, ntoist, brown to red-brown.
lL(iln
m Gravel (c}4), sil ty, nredium dense, moist, brown.
D4 ..1
i7-L..
YJ Hand orrve
Point of
O
t
wc=i18.9
-2a1a+6
FIrl
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i-
t!L!
I
t-o-
rrJ
o
F'tu
UJ
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I
Fo-
lrJo
t
I
II0T.ES I
(r)
(2)
i3)
practical rig refusal
wC=z1.4
DD=103.2
F
LU
LrJ
Lr-
I
t--
UJo
Test pits dug May 12, 1972 witlr a backhoe.
Location of test pits approximately to scale.
l4ore
porous
WC= Water Content (/.)
OD=Dry Dens ity (pcf)
-200=Percent passing /1200 sieve
-2-.
"z--
'Z-
I
5 ,' / rP-6
OND
High to Hode
ck 0utcroP
----.-c__L Low De ns i tY
?Roct rat l
LOCATION OF TEST PITS
\/
i /" sropu. oo*l
I / -;:i.*> {
Fl ,/
;l ,/:F-aq-sma" Rock
-s/ /// ,F:N--*itr'h-^ 'i.'l o.^',..r-' -iialt
//
t
S I opes Downft \==- riYI
'
::---=-=_-Y-=--
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I
. \ s lopes uown\\. I rp-ro'\.\.. I r
\ --** , PR0POSED RoAD I\\rl- -+-*-*".*- rP:?
EX IST ING ROAD
\-..*.----
Fl9. I
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ii
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STATE OF COLORAOO tJohn A. Lov6, Governor
OEPARTMENT OF NATURAL RESOURCES
DIVISION OF GAME, FISH AND PARKS
Harry R. \Moodward, D lrsctor
6060 Broadway Denver, Colorado 40216 .
I{ay Ll1 J-972
Taprel &urironmenta]. Co.
P.O. Box ?63
Va1l, CoJ.o.
Dear: Sirs r
It has cone to rny attention that lou would l-Lke a statqnent fron rns
concerning the tnpact 6a stfri'l{fe of Sorrr denelop,nent ln the valley
behlnd the Erffher Creek sub-dlvislon.
It is my opinion that the area in whlch ycu plan pur development and
the rnanner tn which tt ls plarured lnill- have littLe lf any impact on
rnlldJ-ife. There seems to be no er{dence of deer or elk r,rintering ln
t'his area and no rrlgratS.on pattern w111 be di.srupted. ltrere are a fer
deer nhloh srunner jn the area but rui-th trour open space concept of dev-
elopnent', 1lris suurer population might be nalntained.
f appreclate ]rour request of my oplalon ln thls rnatter,
OEPARTMENT OF NATURAL
FESOURCES
Richsrd T, Ecklss, Dilector
GAME, FISH AND PARKS
COMMISSION
Orest 6erbaz, Prssidenl
Floyd Gelz, Vice President
LeRoy Robson, Secretary
Harry Combs, Member
C, M. Furneaux, Member
John E, Holden, Member
O. K. Niess, Membef
William W, Robinson, Memb€r
Ford Strono, Member
Dean Sutile, Member
ffi_z
W].ICLL].IC nservation Offlaer- Vajil
,
All road cuts will be revegetated by the fo'llowing method:
Hydromul ch i ng
Ferti'l i zer -
Ferti 'l i z er -
- '1,400 lbs. per
ni trogen 50 1bs .
acre
per acre
super phosphate 50 1bs. per
mixed fol I ows:
5
4
J
1
I
bs. Climax Broom
bs. C1 imax Timothy
bs.Orchard Grass
bs. Kentucky Blue Grass
b, Alskie Clover
Thi s mixture was recommended
Colorado Deoartment of
Forest Service
Soi'l Conservation
Highways
t
o ADAPTS TO LANDSCAPIruG
by KEN ARNOLD
Landscaoe Aqronomist
Lexington, Kentucky
FfYDROSEEDING, hydro-grassing, hy-
dro-mulching, hydraulic seeding, aqua-
mulching, power. mulching - all are
terms being used today to identify the
new technology that applies in one
step any combination of water, seed,
mulch, fertilizer, Iimestone, and pesti-
also as the moisture for grass establish-
ment. The addition of fertilizer slurry
saved the labor cost of separate opera-
tions at the time of seeding, as well as
simplified maintenance operations such
as watering and adding additional fer-
tiiizer.
Good germination and rapid growth
of ground cover have resulted in the
expansion of the hydroseeding process
to many types of landscaping. Large
areas can be covered quickly, the rate
can bc varied so tlat the coverage is
thick or thin as needed, seeding can be
done after the plants are in place, and
soil stabilization can be elfective regard-
less of the time of year.
We believe there are other advan'
tages of hydroseeding that result from
the method of application. The water-
soaked seed starts germination promptly.
Thq.abrasion of the centrifugal pump'
Reprinrcdlrom..,
' sides, using euipment designed to spray
the slurry under pressure.
The equipment was initially develop
ed to solve the problem of applying
erosion+ontrol materials to roadside
banks and other newly constructed
. areas where mechanical equipment could
not travel. Agitation could be pro-
vided in the water tank to keep the
materials in suspension for uniform
coverage. Nozzles were developed to
spray the particle sizes that resulted
from the various combinations.
The mulch gave immediate soil sta-
bilization to the bank; the seed aszured
pernanent protection. The water served
not only rs a carrier for the mix, but
la [aNotcApi 'tDutrty/rrrnuAry+€heurnt 1u7o
|"-'**'*.*,...**+P|i*f/rF:n.'r'i+ii'Fei$-d,?rw:''Fll-......'
o $hndo*pu '.*,,.,
l.r.o tn most equtpmenr to Keep ,.,e
-slurry in suspbnsion, scarifies the seed
. coat and assists germination. In addition'
: the seed is driven into the soil unddr
hiCh pressure and is placed in an en-' vironment suitable for rapid growth.
The chemical action of the fertilizer'' in direct contact with the seed tends to
: soften the seed coat. Also dry fer-.' tilizer,and especially the new high nitro-
'gen organics, are put into solution and
'. are available immediatelv as well as
. during the period the grass is becoming
established.
My first experience with hydroseed-
ing was in highway construction and. maintenarce on cut and fill slopes and
on medial strips. We have used this
technique to establish grass for road-' side parks and camping areas. fve
observed its use for soil conservalion. programs gf watersheds, earthen dams,
and levees and for esta$ishing grass
on military installations, at airports, on
school and institutional lawns, and in
industrial plant areas.
The photographs show where I re-
acently used hydromulching in the l,ex-
t#:,ff ff "i,:I#";",'i ;T::ty $:f
lawns for sample houses, and to com-.: plete the lawn area of an industrial land-
scaping.. "Conwedl' hydro mulch was applied
to all areas at tfte rate of 1500 lbs, per
acre. These new wood fiber products,
are better than straw used in the earrly
days of roadside work,
Containing a harmless, temporary
green dye, the "Conwed" wood fiber
product covers the ground uniformly,
resists soil erosion by water and wind,
absorbs and retains moisture to pro-
mote seed germination, provides an in-
sulating blanket to protect seed from
extreme temperature fluctuations, and
slowly breaks down after turf estab
lishment to supply organic material to
the soil. Thus, the lawn is both in-
stantaneous and permanent.
To fertilize the seedbed with t}re
hydromulching operation, we recom-
mend a 5-2G20 at the rate of 15 lbs. per
thousand square feet and "Nitroform"
organic nitrogen 3&GO at the rate of
J'!l ffif:;:il$illTi ltil;". *"
manhours were cut as much as two-
rhirds and a better job was done for
soil stabilizing and for gass estrblidi-
ment.
i
,
- a. Hydro-mulcbing Permitted
ths seed and fertilizer
to be aPplied as soon 8s i
the trees and shrubs v$s*
. planted at this new site for
WKYT'TV in Lexington'
Kentucky. Singer Gardens
were the landscsPe
nurserymen.
b. The green color of the
"Conwed" hydro mulch
gave the visual effscl of an
instsnt lawn'
c. The hydro mulch- stabilized thesoil
and sided seed germination
on the 18 golf greens at
Greenbrier Country Club
and Golf Estate6, Lexington,
Kentucky. These bentgreens
were seeded with Penncro6s.
d. The green color of the
vvood fiber was an aid to
good coverage. Good Seed
germination was aPParent in
two to two and onehalf
weeKs.
a, Harclto-reach trees were
stabilized for the winter with
hydromulching at Greenbriet
seeded with rye, zoysia
will be plugged in
the spring.
f. Unsodded areas ar.rund
model houses at Greenbrier
Country Club and Golf
Estates were hydro-mulched
to prevent soil erosion
and to 8id seed germination.
Mulch, seed, and fertilizer
twre applied in th8 slurry.
u||D5catf lNoB5rrY/JA]lUltY.f$lUAlY lttO
-,"ii* ,
i i ili'
t IINIIEDJ;rAms
SotL
DEPAR$'ffiB OF ACTRICUI$IfiE
Conser.ratLon Servlce
Col'orado
RA}{GE SITE NO'2l+L
ni mE.
@.
MMBr MqiNI+]N ]fr'ADcH
U.IIT
RAI''IGE SIIE
Br Larrd Reso:rce Area
b. Iand. P.esource Un'lts --;: ilir, riiit" (code No')-
^T Tnrri rp{t
3o PreclPitation ranges
the erlstence of the
natural J-rigation'
- Southern Roclqy l'torurt'1in1 (L8)r llasatch
and Uirrta Muuntal$s tl+{/'
ff*la*fl't
2.
a frcmr nine i-rrchos
site i's natural
uu*a:d' but the keY to
s,ul::lrigatlon and/or
and Parks. ELe-
b. the optlrun gror'ring perdod for the sito ls Jrrne I to Septea'nber
3w4gs-llP, nsqrroN
NearlY lwel to fairlv steep va3'leys' stflaLes'
vatlon ranges rrortt d]ooo to L]'500 feet'
3.
lr. gOtrj!.
ao Moderately.deep to.d.eel:Ji3^ffk":i*ya"Sffl"l T:'
:ffi H'Tff HriiHl#tf {il"ti"il'r""i-rrisorormed
layers "p "o*Eoin";;"
ihi;L. at' tome locations' foll's are
geitera[v t'd#:ffid;-'u"" "'ii*ed roui'*tc p)'ant
cover loss.
I
l.r.1-
;v
l
nAliGE SIIE NO. 2lr1
b.
July, 1963 Pege 2 .
I Ihs eoilLs Lu thls stto eres
,. X{-Ac
,, (.r, _ .rrj i ;., Iz
5. P0TtsmIAt PLAI{T C@{I[firy
, '(uf I x /z "4c-
b. 0ptl:ffii dernsity Ls ?Cf.
. Gr Herbage productlon of thl'e slte l,s
per acre (*fr OqY).
21000 to lrr0@ Pounds
!' 4']t',i))
to 1\Lfted hal:Erassr slondor wheatgrass, alptne tinotfty, NebraskE-
sedge, ovalf,ead iedge, and BaLtlc rrrsh fcfiq a meedoir aspect'
WIlIo;g a* a part 6f'tire plarrt corrmur-ity. Other shnrbs are
bog bjxch, sirri,Uty cinqlref;il. and sj.Iver sagebnrsh in sniail.
prdporbto;s. Forts tuciude AnErj-cen bistorL, nonkshood,
i::<itUp narsh marigold, sa:C-f,rage, sedun, !Tt?*u{l shoottng-
star, ini:mose, guitr"ir, $c€rbi-ar elephanthead pedicuJaris,
and horbaceous cl.nqmfolJ..
In the sroarrpy ar€as assoclated atlth thio slte, cattallst
bulnsheri aird other rrater lovlrg plants bEcsue fupor"t'ant'
6. SIECIFIC IYIB LOCATTOII
. dr Wet areas ln CrU rorrria Park, nerrtt Count'y, Colorado'
b, East of Montment' ln Elack Forost.
cr West Cre€k Area, Ieller Curnqr.
NA}IGE SITE SO. AlT
MqJNTAIN I,IEADCTJ .tuly, 1963
GUIDE FOR DEf,EM4INT.;O R'I{GE CC{DTITON
.---.-"r<7ffi
lvulu.|ru$
INCREASEN.s AIIo'IASIE IltVLOrnS
1.
2,
2..
3.'l+.
l.t.
9.
DECREASENS
Slender r+beatgraso
Nebnaska sedge
Thurber fescue
Ligusticun (osha,
cerery/
Cor parsnlp
A1plne tirootiry
Ovalhead sedge
Baltic rlsh
Canada bluegrass
FoxLalL barley
Richarrison mtrly
Cottonsdge
I^Ioodnsh
Reed,grass ( caknragrostis )
Clorrers
Iarrore
Amerlcan bistorb
Aster
Irrdca
C'roundsels ( genecios )
Herbacoqug cinquefoiLs
Water hemlock
Falee heLlebore
Monkshood
HLks] { p marshnarlgold
Sa:dftag€
Sedwn
RLre$eed
Shoot'lngstar
Prirnroes
Genetlan
Srrertla (g.m genti-an)
PedLcularis (Elephant
head)
W1il-svm
SllvEr sagebrush -
Bog blrch
Sh::rftW einguefol.l "
Cattail.s *
Bul-nsh "Reed ./
lamotl4y
$nooth bnsme
fiedtcp
Keotuclqy blue- '
grass
Onchard
grass
Canada thlstLe
and other irtro-
duced species,
both deslrable
and undeslrabLe
for f,orage
L>
10
T
T
f
T
)
10
llirdrr{m requLred
fon eccellint.- 59fi
20, rrlth
a llni.t of 5S
for angr one
speolee
\
L0
T
qr
,
>c
Tf TLE: VEGETA IVE INI0:?i';ATI0i':-
LIOI{S RIDGE
IOII: ELDORADO E}IOINI]EI?S
BY: ROEERT L. HO1'',T,AI{D .DISIRTCT CONSENVAT] il\fST
IN CO0PERATION !',TTii: EAGLE COUN'fY SCD
I
tl
f i; 1i.";r;i: .i ::i;, I :l ;ii'13'"1.1t.,;.;1'':;i..,i..!.1,.'''..i il .;:...1.' i. i': ,. ' '..= . ' ..: i:r : , :. -..., .i'._... .,
.i l:, Lr l:,:. il .i.,.i.,: ,', il .r.,: , , ...i ^.;.' .:'.,.l: :.i I . '.. . .. .: :t, ...r a ,:';..;.-.1..., i.. :;t, i:,::l'':.:.i::':ji'.ijl..:r-.i:lii;!1i.ilr:;.l,l),l1,.i.l:i;]1j1.:..].i]':,i:;.i'i';].l;i'..^;,..'..',i"],].1):'i.:l
I irit'
. 1 i, ,:! t;i, i.::lj
jii .;\r1.,:r,,,.:' i.': l;1, .:.:t'; t;irl..f. 1,.,;.,ri,- r..i;-:.,i,tn
f
:g.r-Ut)N5.5
2.r0
FttE coDE cof{s-r&5
l\o
r,r------_r--_t@!YrruaL/
!K J GROUP'l
I\ UNIT OF GOVERNMENT
REQUESTED BY lilCoi.:r,1o Flngl rreens LOCATIO{
Hovrard Tingley lc Ed fhomas
ASSISTEDBY liobert L. lIor,"rland DATE
* Ci,.lc rpFolrirte crtc3ott.
natl v€
shal-1orv.
gras s ,lieb-er. primrose
y, 'smoo
*--,
ci pta.iii on
mo]"s
I
INVENTORY & EVALUATION
on Lions r"1dge for developers. fhey requeste
r, plants & cllmate, sirnllan to a range survoy.
SUGGESTED SOLUTI Or.l.(S) :facing slope. The soils are nrr i ta rannlrrr
Sone native plants aner TUfted. hairgrass, slender whea
Thunbens fescue. aloine timothy, irisrasl(a sedrff. 'Ih'rnbers fescue. af pine timothy, iris, as
Ov'lS. lnVAd.ef S ]-nC IUO.G trl-lno
brome, ro'l to.or kentucky blrregrass, & d orchard grass.
grass, bluebunch whea.tgrass, l'tles tern 'r,vtreatgrass, June
prlcl<1y pear,
Elevat i on
bluebells, gilia e: some smaLl areas of a
rannes from about 8.000 to 9.500 ft. Pr
nches, with about h e erl ec Elve
as snow. the opblmum growlng season i s. l/i s rr 15 to Jul;i
u'ooer reaclles o a property are cc
pi ne.
Stnce seeiings w111 probably be made in subsoll material,
an ap,ollcatlon of 20-301 Nibro6Sen & 50t/ phosphorus should'
be considered.
Avoid companion crops. 1\iulchlng should be consldered.
Followlng is a llst of ad"apted species. 0n the most critisal
slopes, double the neconnnended rabe.
Specl os F,unch
adapted
a'\r11/\ <r1tlav4l/ v v *r v
north s outhr
Pure
Live ^ ^ ^aD('\;LT
acreass
Bnornegnass(manchar)
Bnomus lnenmus
Pubescent vrheatrass
Agropyr.on brichophorum
",€stern wheatgrass
Agropyron smlthli
Bluebunch wheatgnass
A6ropyron spicatum X
Intermedlabe wheatgnass
Agropyron lntermedium
IYelloou sweetclover
Trief ilotus of f iclnalls
11u1 bi f lora rose
Rosa muftiflona
Serviceberry
Amellanchler alnlfolia
Cholrecherry
Pnunus Virglanlana
t\la t-:1 rta n tllm
Pn:nus amercana
Pondorosa plne
Pinus pondenosa
Sod
former
x
( legu:ne )
( shrub )
(shrub)
( shrub)
( tree )
lbs,
X
x
x
X
x
Y
JL
x
X
X
JL
x
x
t,
11
I
7
l-Use wlth mlxture of grass
't:1