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November 19. 199C)
DMC ConetructionMr. Pat Dauphinaie
P.O- Box 1515VaiI, CO 81658
Re: Deneity Testing
LaLs I-24, Dauphinais-Mosley SubdivisionVail, ColoradoProject No- 90014G
Dear Pat
Enclosed are the dengity test results for the abovereferenced project. The tests were taken between November, 1989
and October, 1990- The tests were taken on an intermittent basis
usuaLLy once or twice per day. Tests were taken on the sewer andwaterline backfill, the roadway suberade and the asphalt paving.
This testing was eonducted to provide you wibh a great.er degreeof assurance that the contractor was complying with hisobligations.
The contractor was informed of all of the test. resulteimrnediately. We requested that all. failing areas be recompacted.
Due bo the sporadic nature of the backfilling operaLions, we werenot always able to obtain retesLs for afl failing tests. Inthese few cases we must rely on the cont.ractors judgement thatthe necessary degree of compaction wae achieved prior toplacement of the next lift.
Based on our t.esting and observations, we believe t.hat thebackfill, r'oadway subgrade and paving was constructed insubstantial compliance with our specifications - If ycu have anyquestions please contact the undersigned.
Box No, 978 . Avon, Golorado 81@0 r 9{S5O72 Dcn/st 89&1531
1420 Vance Street . Lakewood. Colondo 80?15 . Phone: E2'0158
Sincerely,
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DAUPHTNATS - MosELEy CoNsrRUcrloN lNc,M.Jg*g(*,
VAIL, COLORADO
PATRICK C, OAUFHINAIg
P.O. 00x l51 5
varL co 6rc56
(3O3t ta$a7t 6July 2ti, 1990
CLANKgO F. MOgELEY
adtg BELT UrE iOAD. Surtg 22a
oaLLA:S,TX 732aO
(e t.r 7agoat6
Greg Hall, P.E.
Town of Vail
75 S. Frontage Rd. W.Vail, CO 81657
Re: Offsite drainage i.mprovements
Dauphinals-Mose1ey Subdivieion Filing No- 1
Dear Greg,
The purpoee of this letter ls to summarize our diocuesion
thiE morning concerning the town's participation in the cost of
these improvements.
I have attached copj.es of the invoice for engineering
serviees from Inter-Mountain and a construct:-on cogt estinate
from Long's Excavating ag you requested. These costs are
gummarized as foLlows:
1- ConEtruction costa2. Design engineerinE3. Road cut permj.ts
4- Road cut bonde5. Courpactlon testing
TotaI
21,393
A AA'I
150
2,445
500
28,O75
My site conprisee approxlmaEeLv 32% of both the area of the
dralnage basln and the developed runoff. I am requeetinB that
the town ghare ln the cogt of thie work on a 50-50 basie.
In your congideration of this proposal , Please keeP in mind
that due to your time echedule for magter planning the drainage
in this area, I have expended approximately $10,000 for drainage
planning.
Thank you for your prompt attention to thie matter.
Sipcerely,
tl,H,C
Patrick G.Dauphi
ohlnter-Mountain
AAErgineeringLtd.
INVOICE
Oate:JuLy 11, 1990
Terms:
Due on Receipt
't 3/40,t per month
thereafter
Dauphinais-Moseley Construction
P.O. Box 1515
VaiI, CO 81658
Job No. 8312E
Lions Ridge Filing No. 5 - Revieed Drainage Plans
Work Performed through June 15, 1990
ConceFtual Drainage PIan:
Proiect engineer - 23.5 hrs $1410-00
Senior techni.cian - !2.0 hrs 444-OO
Compuler tiure 65 OO
1919.00
Preliminary Drainage Plan:
Proiect engineer - 56.75 hrs 3405-00
Senior technician - 23.5 hrs 869-50
Computer time 162"50
4437.OO
Final Drainage Report:
Proiect engineer - 55-25 hrs 3315-00
Senior technician - 2O-75 hrs 767 -75
mputer time 162 so
4z4s.2s
DesiEn of Off-Site Drai-nage Facilities:
Proiect engineer - 26.5 hrs 1590-00
Survey cre\,r - 1?.75 hrs 1153.75
Senior technlcian - 24-75 hrs 915.?5
ComPuter time 227 50
3887 - OO
Balance Due 14488-25
Thank Yorflox No. 978 . Avon. Colorado 81620 ' 9495072 Denver 893'1531
1420 Vance Street . Lakewood, Colorado 80215' Phone: 232{158
o
Bllnter-Mountain
^&ttgineeringLtd.
lME Project No. V-8312E
Dauphinais-Moeeley Subdivision Filing No- 1
OFFSITE STORM SEWER
BTD f,'OR},I
QUANTITY UNIT PRICE TOTALDESCRIPTION
Install 18" CMP
Install Catch Basins
Flared End Section w,/Rip Rap
Street Cut-Buffer Creek Road
Street Cut-Ridge Road
Backfill for 18" CMP
5' Asphalt Swale
Asphalt Overlay - C.B. *2
Grubbing and Stripping
Traffie Control
10-45
z" /- lo
Box No. 978 . Avon. Colorado 81620 ' 9495072 Denver 89&'1531
1420 Vance Street . Lakewood, Colorado 80215 r Phone: 232{158
235 L.F.
4 each
1 each
t. c
L. S.
tq
110 L- F.
L. S.
L. S.
L. D.
TOTAL
L6.47
2075.00
507.00
$3,871.OO
'$8,300. o0
$607.00
$2,000. o0
$2,000.0o
$1 ,665 .00
$1, 150. OO
$500.00
$500. oo
$800. oo
$21,393.00
Bid Subnitted by:
IONG'S EXCAVATING
Date:
^^
B&BD(CAVATING, INC.
Drawer 249 . Yatl, Colorado 81658 . (303) 949-5889 r (303) 926-33L1. Fax (303)
For your coruideration we offer the follorring quotation which if accepted shall constitute '
a contract between us:
A.fl*t Qru,*r, o|l , aadt+ srv+.
Wort4- T,n luJe:,.
Cl i,.. a^r^o.lr J*li!^ <'no'\.c00, @,,Jt! Co&u,rt 6.'- t,.{,,- ., tt
Ctt.,Vr/+'Ven/,/f^r-,'4, hnr fl -/ gg a/69
8ro fan an ', +' ' l. at(-/
This prciect will be scheduled upon receipt of acc€pt€d contract. Please sign in the space
provided and return thc origina.l to us.
This quotation subject to conditions as slrotrn on r€verse side hereof.
y'4aa9
BY- gfrlaq{r fr22l/ n^9*Louc,-- BY:-
,/,ot-troSITtON: trOte 9afi*tafh DATE:
Ae Btor
ACCEPTED:
,'*r, a *r rfrrfir'&L-A"p.tt- IIIIUSIDE
August 2, 1990Exhibit A
Page 1 of 3
Dauphinais Moseley ConstructionP.O. Box 1515Vail, CO 81658
ATTN:
RE:
Pat Dauphinais
Lions Ridge Lane - Curb, Gutter & Sidewalk
A.Work Includes:
Dear Pat:
Gallegos Masonry, Inc. proposes to furnish labor, materials,
equipment and supervision necessary to complete the followingconcrete work as per drawings of Intermountain Engineering, Ltd.,dated April 4, 1990; except as qualified in this proposal. Thisproposal is to be attached to the contract and recognized ascontract document Exhibit A.
1.
2.
3.
4.
5.
BESTCOPI
AV$rfl.E
MAS(INBY - STONE - MARBLE - GRATIITE - C(IIICRETE - PLASTER - STUCC(I -SYIITHETIC SYSTEM$
303-949-5432 303-728-32s4
:..1,--i,.r.'.''' . -,.l'-,:,i:i-. r ,:,-,*t..*i 1. ' r.: -:. * i.. -;i
August 2, 1990 o
Overtime
Concrete pump
Embeds
'.
l. Access for form trucks!,concrete trucks and pr:mp2. All survey Layout and elevations3. protectioir of-completed luoit--:-4. Traffic conrrol of any ki;a-'5. Tenplares or blockouri Ji any kind6. Builders risk insurance and ieductible7. Compacted sub grade ro be * ln-i;-bottom of slab
, Gallegos M-asonry, rnc. will not be responsible for concretedamage_ due ro the foilowing conditions whicir ai--u"yorrd ourcontrol.
1. Frost Heave2. Settline3. SpallinE ....
4 . t gif loref cenea -.J ' .. '' ....;t., ' ,!ir'i
-.. .--J;.:;-.4,-1:iji.$i.?. J ; +i:
:,...:,-',.. -.:', .l:,,io"il,
i 1*. ;.r,t
':a-- 1-l '
--
'$ugust_2,_ 1990 v .-Lions Ridge Lane ' - .:: ,.'' ,r ..
ExhibitA 'r"'"'' 'd' ' "::rage 3-oi 3 ' '.' :. ..':. .-, ,r,,,t.,i _all.,,;".,.,,,.1";,;-.,i
, , : ,,,. . . .,j r: ji ,.,+i
: ': . 1' j :.. : .. .'." . ."... .. ,,, .,:lil
In the 'event of any lttigatior, "ri"ir,gto'rtjofttti"i aOrrr=.ct-,rt,'-,;,;, .j$ithe.prevailing party shalL have a right-to recover;from the;,other,: 'f .. i. ''"1
party all costs and- expenses of such:litigation including . 'i,. ' --' ,1, .' ' ii,attorneys fees. - -. . : ', .;' r J l',..-,:t1i
IfyouagreetothescoPeofworkandtermsandconditions
outlined above, please indicate by signing below and returning
one copy to our office. Signor rnust 5e authorized to sign forowner. This will act as a contract should no other contract beissued. If a contract is to be issued, this signed proposal will :
be an authorization to proceed.
Thank you for the opportunity to submit this proposal.
Sincerely, .
MASONRY, INC.
Ur
Gallegos
I agree to the above terms & conditions
DAUPHINAIS MOSELEY CONSTRUCTION
GGG/MC/rbw
Gerald G.
President
'r; i?nri;;rqs-i*."l
Heritage Cablevision
P.O. Box 439
0140 Metcalf Road
Avon, Colorado 81620
(303) 949-5530
August 2' f990
To whom it may conceln,
Herltage Cablevision wiII provide cable servlce to
the Dauphlnais-Moseley subdlvlslon, fillng #1 . At thLs
Line the cable Ls in place at thls sLte.
Sineerely,
67-f\"^L A/. Ud.
Mark G. Guzlnski
Herltage Cab lev j.s lon
Lead Te chnl c ian
3799 HICHWAY 82
P. O. DRAU'ER 2T 50
GLE}I\+'OOD SPRINGS, COLORADO 8I602
August 2, 1990
'HOLY CROSS EfrCTRIC ASSOdA',O*. INC.
ARDA CODE
303
945-S49 t
Ms. Kristin Pritz
Planning Dept., Town of Vail
% Dauphinais-Mosely Construction, Inb.
Mr. Pat Dauphinais
P.0. Box 15i5
Vai l, C0. 81658
RE: Lionsridge, Lots 1-19 Resubdivision
E'lectri ca'l Servi ce
Dear Kristin:
Holy Cross Electric Association, Inc. is in the process of comp'leting our
primary electric insta'llation within the above mentioned project. l.le
have already rece'ived funds from Dauphinais-Mosely Construction, Inc. for the
estimated cost of this project. Primary e'lectrical service instal'lation
should be completed by mid-August.
Should you have any questions, please call me at 303-949-5892.
Si ncerely,
H0LY CR0SS ELECTRIC ASSOCIATI0N, Inc.
Engineering Service Superv'i sor
TH: ]w
Nl0#1223525167: Li onsri dge, Lots 1-19 Resubdivision
Public Service'Pubtlc Scryice
Compeny of Colorado
P.O. Box 4g)
Mintum, CO 81645
(3m) 949-5781
Augr.st 2, l99O
lbr^'n Of Vatt
Onmrrdty DereloErent DepartmentAttn: F.ristan PtLtz, Director
75 South Frontage Road
VaiI, @ 81657
Dear lGistan,
Please allcn'r this letter to senre as eviderrce that D.M.C.,
Inc., the dercloper of Iots 1-19 Lions Ridge Lane, has
satisfied Pulclic Senrie Ccnpanyrs request r.equirienEnts. A11
ne€ssarl' natural gas system designs are conplete at this tise.
D.M.C. Inc. has sigrred the neessarl' f.acility agreetent anl
r€rritted t]re reguir.ed cash ont:iJrution for ttre faciliW in-
stallation.
Increased demand for hrlclic Senrice Oonpanyts serrrices
during this year, and t}te Limited nranlDver to satisff ttr-is de-
nand will regui:e efficient job sdreduling. Pdrlic Senrie
Conpany cr€ws are prepared to begin constnction at tltis tlrte.
Please let ne lspr^r if I nay be of additical assistane
in prcviding infomatiqr related to ttds develogent.
Reprcsentative
GII:l:rb
I
Uppen EnelE Vn-lrv
WATER AND SANITATION OISTRICTS
u6 toR€sr to^o . vArt. cotoR^Do ll65t
(303).76.7180
August 2, 1990
Us. [,r1stan Prltz
Tovn of Vall Coonunlty Developnent
?5 South Frontage Roa<lVall, Coloraalo 8165?
Rel Dauphlnals-lloseley Subdlvlston
Flllng l, Vall , Colorado (2{ Stnglefatlly lots and I duplex lot)
Dear l{s. Prltz:
The Vall Valley Consolldated lfater Dlstrlct and Upper EagIe Valley
Consolldated Sanltatlon Dlstrlct vlll provlde douestlc vater servlce and seyerservlca to the above referenced developnent.
lhe Dlgtricts have excess capaclty to process donestlc vater to lts
constltuents at the present tlBe. Accordlngly, upon conpllance vlth the nules
and Regulatlons and tbe paynent of approprlate tap fe€s, the Dlstrlcts clll
Provtde dooestlc uater servlce and sever servlc€. Constructlon of all oalnllne extenslons ls the responsiblflty of the developer; houever, all
constructton dravlngs nust be preapproved by the Dtstrlct.
Any addltlonal flre servlce, (1.e., flre hydrants), that need to be added to
those already extstlng vlll be at the expense of those requestlng the servlce.
The addltion of Backftov Preventlon Devlces on the Flre Servlce anat on tbe
DoDestlc llater Servlce, uhere requlred, are necessary.
Slncerely,
UPPER EAGLE VAIIEI COIISOLIDAIED
SAIIIAIIOX DISIRICT\"-N\ \\q\arr-
Fred S. f,aslee
Dlstrlct negulatlons AdDlnlstrator
FSf,: Jar
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Prqjoct
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Product:By:
Clbnt:Ch€ck€d:
Nonroinforc€d Concr€ia Sder, CulrErt & Irrlgatlon Pipe (12" lhru 24')
Ralnlorc€d Concrcto S.mr, Culv€t & lrrigstlon Plpe (12'lhru 144")
R.lnlorc€d Concrot€ Elllptlcal Plp. (18" thru 144")
Precarl Concrota Bor Culv€rt8
Plecst Thr.c Sl(bd Box Bridg€s
Precast Concrete ManhoL!
Procast Inlds lnd Vaultr
Preca3t Rglelnlng lrydl
Preoast Sound Bardar
Specialty Prccct ltem!COI|CRETE FOR PERTAI{EI{CE
%?norcE)
8a!11 West Carder Court
Littleton, co 80125
/\Lo^e-
303-791-1600
FAX 30&791-1710
1-80&365-3@6
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Product:By:
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Reinlorced Concrsls Sewer, Culvsrt & lrrigation Pipe (12" thru 144")
Reinforced Concrele Elliptical Pipe (18" thru 144")
Precast Concrete Box Culverls
Precasl Three Sided Box Bridges
Pr€cast Concrete Manholes
Precast Inlels and Vaults
Precast Reiaining Wall
Precast Sound Barrier
Specialty Precast ltemsCONCRETE FOR PERMANENCE
%?ilorcE)
8911 W6t Carder Court
Llttloton, CO 80125
30s.791-18m
FAX 3G}-791-1710
1€(x)-36S3006
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Relnforc€d Concrot€ Eillptlcal Pipe (18' thru 144"1
Precrst Conc'3lo Box CulYoaE
Precast Thro€ Sldod Box Brldgee COI{CRETE FOR PERilAiIENCE
Prgcsrt Concrets Manhol€3
Procast InletE and Vaulit
Precast Rctehing Wall
Precast Sound Barrier
Specialty Precast ltem3
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C':1i.rt r-aet Dcrcr.rrnent:i ar"e avai Iable tc, pncispeact rve* birJtler-g ':tvr tfr€ir
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Cantr.;eet Dc,currrentg fr.gnr tlte flr.ch itect t-t$r,3n payr'leint L,f
135f). C)C) per sc,t as a cjepc.s!it wlrich,' if ttre 6r'neral
Cc.ntrerctc,r' subrrrit*; a b,lrr,a f idt+ bicl and l'crt urn!: tlle
dc,cr-unerrts, r.trtr al'k{trl ancj in c,thenwi:te g':'c'd cc'rrdit i'}rrr tc'
tlre' f:lr"chite.ct wittrin 7 ci;ry:; c,f ttre trid datean is f t-tI Ly
r.efrrndable.
e. Aclditic'nal g;ets $f Cc,rrtr-act [Jr,ctrrrrerrt s are+ ;rvai Iar[.rlel t-t p,rrr
payrrtent (]'f $3{). (JtJ p€Pr 5et r rrrf,n-}'ef undab I e.
.f. p'rcr ject lrlarruals are avai labler Llpc.rr pdryrrtent c'f $l:i' Cti) per'
sert, nc,n--r.e t undab I e. separ.ate page$ 1:|r. l-5epall'ate ::elt:t r,::rr':
al'el rrc't ava i l ab I el.
4. llrrcjividrral cJr.awirrgs ar-el avai Iatrle u pf,.'Yt paytrl€rrt ':r f {,c. iiL)
per slreet r rrc'n-l'ef Llndatrler.
tlid .;ecr-rt ity to accc'rnpany the bid in the f$r'rrr c'f a trid bfirrd r'r at
ca$.lr ie-t*r s cherck in the ar ount af 5% c'f thel baser bicl lgi 1'grquired'
'[]rer Ownesr. r"c?E,erve:t tlre niqht to r*e.ject arry crr' al l tlids, tc' werivr=
infc,r.rrral it iels, ancl t r-r rrrake tlre aw;ri.d qrf ttrer tlorrtl'ac:t a5 hEl r;ees
fit.
Irr the everrt r., f a girrqle bid r.Grsipc.nser ther Tc,wrr $f Vai I t'ese?l'v€ts
ther t-ight ttr negr't iate the tenrrts of the ccrntract '
,lrry c('r-r-Grs p,:rrrclc"nce arrd/tf,l. cl Ltr*s;t ir,nsi ghr,LtIcJ be d ir"eL]tesd tr' I'lr'' Starr
Ber.r.yrrrarr, Di!.€rc:ta;,l. ':rf FurbI ic tlc,r"k::/Transpc,r'tat i':rrrr l c'vlrr r:' 1' Vai I n
75 $jc.rrth Fr.c,rrtager Flcad, Vai I CO glg57r Telephgrre (.i;i-r;i) 4/9 i:: i5u'
Vai l, Ct:Ic,rad,:r Stan Fet'r'yrrt"rr''
RFt-, Nc,. Vtt (lB-gg bi !'€-'(]t ':ir" - Lrep;rrtrt€rrrt (lf
F'rrbI ic: t'|r-,r'kr;;r'l r';rnsp*r'bat i ':-'i'r
LIND OF INVII'SI'III]I\ TO BID
It{vI"f Al 1t.}N f:0R }lIlls I F'i:l '- i':'
29b€. a * x )''g thr
o"o!b <,t*. xcf,E,
n
1fm 1 *6aU yertr
1 t;j
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oh tE
/"q
e3
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en=
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$t xP1,1Y +7'X st\'hr= =\#)lft
J;t'X sBhg
oIInter-Mountain- Engineeringrta.
AuEust 14, 1990
Mr. Greg HaIl, P-8.
Town of Vail
75 S. Frontage Rd. W.Vail, CO 81657
Re: Roadway Compaction
Dauphinai g-Mose ly Subdiv ie ion
ProJect No. 9OO14G
Dear Greg:
This letter is intended to clarify bhe conetruction aequence
that occurred durlng the conetructlon of the roadway ln the
Dauphinais-Mose ly Subdivioion.
In 1988, Rocky Mountain Contractors gtarted filling
operations- Ae you w111 note l-n our Januar.y 1990 eoils rePort
all fill placed in 1988 was placed in the roadway. The roadway
$raa over-ftl]ed deliberately. In 1989 when ftll-ine started
outside of the roadway the road wag cut down to aubgrade and the
exceger material used to fill in the lots.
Except for the fill placed at the weet end of the cul-de-sac
the work on the roadway performed in 1989 consiated of cutting.
f have encloeed copiee of the insPectore daily logs for
utillty trench compaction teeting done thie year.
If you have any further questlone l>leaee feel free to caLl-
Fehringer, P-E-
Box No. 978 . Avon, Golorado 81620 o 9495072 Denver 899153'l
1420 Vance Street . Lakewood, Colorado 802'15 . Phone: 232'0158
Senlor Engineer
Encloeure
F.O.Sr !rr0
0gr0 r€lTrre|^x no {t
^v6r.
cd-o. 8t&!o
(303t g.!HO7a li*#;#;,,. .,-,*,,,,*l#i
FIELD OENSITY TESTS
leathen:
Ihis neport .?presents the ne3ults of the te3ting
the tioes and l0cations indicated, obsenvatlong noted
methods belng used at tne time of our obgervatlon. No
on tne contnacton to continue Hork ln accordance with
unoDsEnved Honk.
FiELO TESTING:
descnlbed and obsenvattons made at
are the conditions gresent andlon
olner wannanty ls nade. l{e have relled
the plans ancl speclfications on
Ltt \oni/.rry 51 ,, q o.' Lodat ton
CURVE INFOFMATION:
PROGHESS FEPOFT:
Type of compaction equigment and numben of unitg
Lirt thicknes" /ilc/ C4*rrrp/
l{ethod of adding notsture: On flll In bonror
obs€nvatton oete5/.t t Trne 3[pj2onal rssults or this observatlon rens gnovlded to
pFlon to leavlng th€ llto
0!3€r.v.tionr bstng contlnu6d: Ful I
Plaas€ Noto:
rtne-on c"n s1!
Thls observation pentorned: Full Intecmlttent :/
oblrrrylc (U6,-.--"
DC9
'.i
o Intl-Mountain -tE tot
r 4e0 vrBcE sTFeEl
LxErmo. coLo. 80415
(303t 23e-0 r58
P.0.&r !'78
0910 rcTTlrg r ruo
tvcr. co-o. tltilo
(3031 9r!F5072
Engineeringua-
?'5lii r
ortt / Bv:5l>zlqn 4
slaat o .
FIELD OENSITY TESTS
Fe:
,rfrlL-to\\ KrCla-e-
J
lleatnen:
This negont repnesents the nesults ot the testing
the tines and locations indicatect. observatlons noted
rnethods belng used at the time of oul. obgenvation. No
on the contcactor. to continue Honk in accorclance Hith
unoDget ved xonk.
FIELO TESTING:
descnlbed and obgenvatlons rade at
ane the conditions gnesen! andloF
otnen wannanty ls made. fe have relled
lhe olans ancl soecificati,ons on
T?st
NO.Locat lon 0B9th
8r Ior
Tc!t
Ty9.
rtt
0!n!l!y
(octl
&y
oans l ty
(ec l)
lolltuae
Contrnt(ll
l€esunad
:orF.ction(ll
I F.qutFrd
Cooactlot|($
CurYa
No.
t d+ B l& 1 aJ-nra-/D N8 ti4.o lt8.o t3.5 cl -7 qt 4
l * j3 | l+ Lr+,a.t o /,/R 13b.7 1 21,3 t2.7 /00 q<L
CUFVE INFOFMATION:
Curve lfunben ]-?+
X!t!r. i rl (rnd^^ ('rl.t ( r"l^, (n"6n--([ $"rtr 6n,nll- S,l+
Tlst Stm.taFd |srq' Dt n Asm 0t n r4srn ht"t'4rth Dur
fulru! oln3tty 3 o.z l?7..5 l ).R.llt.8
Lolstu'.r: optt[rr / n?outpad -7,5 5.r .I rJ-. L
PROGFESS REPOFT: ..1 nType of conpaction equlpment and nunben of units + > fVoOS+oo*
,t | }\t ILirt thlcknes. tlJo4 Ob*tVeA Nunben or passesM
.,l.{ethod of adding nolstun€: On f I I I In bonrof _ None addert \Z-
obsanvatlon D.te )) rtne ): oo onal rssult3 of this obsenvatton xer€ pPovldod to
prlor to leavtng th€ ltts
Thls obsenvatton prito,.med: Full Tine Interntttenc ./obesnvatlon! belng conttnu€d: Full ftFs _On Call \
Plsase Not.:
lre I
irr.lnrountain
IttgineeringLrd.
lrE r0r
r.20 vlrrcE gtEgt
LrxEr000. co-o. 80215
€o3, 42-0138
F.o.!nl 978
0!tr0 rrolTlreux Folo
lvot c(I-o. 8t640
(3031 9.!F507e
*'f'c'io
'-'?!-fi -qo T4
Srrat r5.
FIELD DENSITY TESTS
To:Drt\Be:5f,WTLLi^IE BACKFIcI
Ltoat s Rt t>68
wea rnen: P4(fly z/u,D f 1 ens:
This neport repre3ents the nesults ot the tgsting
tne times and locattons indicated. obsenvations noted
meihocls being used aL the tiDe of oun observatlon. No
on the contnactoF to continue h,onk ln accondance rith
unobserved Hor.k.
FIELO TESTING:
descnlbecl and obsenvatlons [ade at
ane the condillon3 pnesent ancllon
othen wamanty i3 nacle . l{e have nel lecl
the olans and sgecificatlon3 on
Test
fto., Locrt 10n3' |\.,,.. ^ Luv
08pth
BeloH
T!!t
TvPa
rrt
0an3l t y
onv
0enElty
(Dc tl
l{o i stuaa
cont!nt
(l)
l,€atu|. t 0
.'0||prct lot
Ft quIrrd
CoS.c t ior
(rl
Cufv€
No.
6ke+^t5pg., r#='!":;a f'NB l3"z o t24, I /0.3 cit q5 _3
t-C t*at3&k-e L,.t' t d NE 147, t r38. I 6,G /oo qt L
3 6*++x-lg*aV L^1- t(/0'
^/8
rs6,t 2q,1 q.E 1u,t 1{I
q C.i*Etra4V{a s LoT- ro N8 t36,nT.1 (0.7 1a q{3
^o{r^ [ L^+ tl /r:0 N8 t3j.t 11i ,3 t3,0 t0a q{Ll
CURVE INFOFMATION:
Curve Nunben I L ,{
r!ter" !,.1 S4uol{Ryfrt gnpy 6tAutt
Tr't StlndaFd ftsrn niq\AsTt4 D 673
lur ln|| ornllty t30_7 r3l f t28, G t 2t.q
Lol3tur!: Ottllur / Faqulfld -7.t ;.,7 l.z [2,G
PROGRESS FEPOFT:
Type of conpactlon equlpnent and nunber of un itg
Li ft thickness V Nunben of p""""" llff OE5ER /€?
l,lethod of addlng oolstuFe: on tlt J tn borno,
J:? C onal nssult! or
None addedr/Observation oate )/71 Tine
tf
thi9 obsenvatlon xen€pnovlded tg_
lsavlng the s ltspn I or. Lo
Pl6as€ Not6:
obllnvcr. ( U I
-
This obseFvatton pcrforired: 'Full Ttne Intecnl ttent 1,,,/
observatlon! balng contlnued: Ful I
p.0.80)( 976
0st0 I€TTI e{rl. Folo
^v(lr.
c0L0. a!fi|o
(303t 9.e-5072
lrr.tl-uountain
Attgineeringr,a.
ItE rot
t €0 v^NcE STEEI
LAr(Eriooo. colo. 0215
(303t 232-0 158
FIELO DENSITY TESTS
This Feport represents the nesults of tne Cesting de3cnibed and obsenvatlon3 lade at
tne tines and location3 indlcated. Obsenvations noted are the condltlons present andlon
nethods being used at the tiflre of oun observatlon. No otneF warranty ls nade. l{e hive nalled
on the contnactor to continue Hor.k ln accondance with the 9lang ancl specifications on
unobgenved yoFk.
FIELO IESTING:
CUFVE INFORMATION:
PBOGHESS REPORT:
Type of conpaction equ ipnent
Lift th lckness
l{ethod of adding 0oisture: 0n fill In bornor
obssnvatton o.te oral ngsults ot th ls observatton Hena provlded to
Fnlor to lsavlng ths slts
Thls observatlon pertoroed: Full Ttne Internlttent
olsenvatlonr betng conttnusd: Full T
Pleas€ l{ot€:
F.0.D3 lrl.8
0gr0 l€'lll€rr nolo
AVO{. C0L0. 8!tEl0
€o3l 9.$t072
!t'*?-*ountain
AttgineeringLtd-
fne ror
t.eo v^xcE gTn€ET
LAr(ErOoo. colo. ma15
(3031 23iF0 rlt
t.Jo- f o
FIELD OENSITY TESTS
lhi3 nepopt nepFesents the nesults of the testlng
the tlmes and locatl,ons indicated. obsefvattons noted
melhoos belnE used at the Lime of our observatton. No
0n lhe contnactoF to continue i{ork in accordance rlth
unoDsenved wonk.
FIELO TESTING:
descrlbed and obServatl0n3 t|lade at
are the conditlons gnesent and,/on
othen wanranty 13 made. l{e have Falled
the plans ancl specificatlon3 on
CUFVE INFOFMATION:
Srrffs(boi
Litt thickness Uof O>S'eT't aD Numben of passes
l.lethod of adding nolstune: on flll In bornor None added
Obsanvatlon Oete f-J O Ttrne lt:r15 Oral rrlults of this obseFvatlon xer€
SfRR-Y rRn,,^ L;N6f 6/, lnior to
Thls observatlon prFfoFned: Full Tlne _Interntttent t/
lravlng th. !lt!
obsrnvatlonr b€lng contlnu6d: Futl Ttms
I
t.0.ol ',tEro troTlllourl rolo
rt ot cd-o, 8t&o
€o:l !1.0-5074
t{ilIountain
Engineeringrta.t aao v
Lr|(El|Oo!L COLo. &2!l
(3O3' 234 t56
PFol.c! ra.
v-83021
Y'r7-r" rA
$|.at tt,
)oF t
FIELO DENSITY TESTS
To: __Iluc con srruction Fe: Locs l-24, Lion's Ridge Flling 5
P.0. Box 1515 Sewer and tr{ater Line Compaction
Vail . C0 81658
Heatner:Tenp:
This negort nepresents ln8 fesults of the telting clescribed and observatlons oade at
tne tines and locattons indicated. observatlon! noted are the conditlons gresent andlor
metnods uelng used at tn€ tine of ouF observatlon. No othen yranranty i3 ade. lle have naltcd
on the contFactor to continue Hork ln accordance wilh the plans ancl specificatlong on
unob3enveo Hork.
i
FiEI-O TESTING:
Tcrt
lro.Locat ion 0€Dtn
Eelor
ls!t
Tvoc
||tt
oanslty
(gc t,
ony
oen! I ty
(oct)
lio tstur?
conttnt(lt
l{aasut ad
:oroact ion
Ft
g.oilF d
Cotnrct i st.(l'
Cucvc
lao,
CUFVE INFOBMATION:
Cur.ve tfuobeF I :z 4
,lt!.lrl Sandy Gravel Sanhv Gravel Gravellv Sand 3rave11y Silt
t|!t Strndrrd ASTT4 D698 AS|I!,I D698 ASTM D698 ASTM D698
LQ(lrlr o.nltty 130.7 128.6 121.8
!!olsturr: qtttrj| ,/ F.qutFrd 9.2 t2.6
FHOGHESS FEPORT:
Type of co,npactlon equ ipfient
Litt th ickness
Hclhod of adding molsture: On
oosenvatlon Date Tlne
and numben 6f untts
_Nunben ot
_In borror
no3ult! ql
pa3se3
fill None added
this observatlon rene
orlor to
provlded tg_
leavlng $r slt!
Thls obseFvatton psnforn d: Fulf I
ooscFvatlon! brlng conttnued: Fut I
Pl.a!! Not.:
nlttenl
0n Call
o
IIIH;H,H;,.,F.O.8 !t8
ogto |.olllreor. tb^O
lvot dl-o. tlar|o
l30( c4F507?
,aa r.,Gll
Lr|(Er(x:O. CO|.O. A2t3
(3031 a3a-0 !50
FFor.ct ra.
v-83021
0.t. / ltt:{.lslqn aAgra.t !6.
J ,/\ /- t/ /'F I
FIELO OENSITY TESTS
To: JIUC Consrrlrcrion Fle: LoEs l-24, lionrs Ridge Flllng
P.O. Box 1515 Sewer and Wacer Line Compactlon
Vail, C0 81658
Heatnen:
Ihis negort nepresents the nesults of the telting
tne times and locatlons indi,cated. Observatton! noted
methods Delng used at tne lirre of ouF observation. No
0n lne contnactor to continue Honl( in accordance fith
unoD3eaved t{oFk.
FiELO TESTING:
degcnibed and obsenvatlons oade at
ane Che conditions g.esent andlon
othen yrar.nanty i3 made. lle have nrlle6
the plans and specificatlons on
Tatl
fto.Locat i0n
ioc-'c.i' 1r,,, Pa( L-( I I
g€tth
aelor
T8!t
Tvos
t!g
06n31ty
o|.y
oen! i ty
{gc f}
Ho lstuF!
Cont!nt
t€.suf 6d
:orF ac t tor
Frqu lFld
:oitrtactlo'(ll
OJFYT
Mt.
I.L]t t-r.t \rl 'l r 6lT-l ' I l-<'l ll L7 Z:.I
]&{wo'qr mt,rl,^lu<( \ tr.r4l\- t\
| :l-
,iP l4),(/ 31,?7 ctf L
3 t-L^O I -/I J ).1{l.)r. t 7\Q -'r gt
CUFVE INFOFMATION:
Curve Nu0ber I 2
||rtrr.i!l Sandv Gravel Sandv Gravel Gravelly Sand }ravelly Silt
T!!t Stlnd.Fd ASTM D698 ASTM D698 ASTM D698 ASTM D698
Lltr lru! oqnrtty 130.7 137.5 128.5 121.8
lb l3tufr: ootltrJr / Frqulncd 9.2 12.6
PROGRESS FEPOFT:
TyFe of conpdcu,on equipment and nunber of untts
Lirt thrckne3" 1,4/ C[st{upr/Numben of
sthod of adding nolsture: On ftll In bonFor
-
None
thi9 obsenvat lon
added
obseryatlon O.rrrnel}.l 5 oral nosutts of xera pnovldEd to_
lor to lsaving th€ !tt!
Thts observat lon p€rtoFned: Full Tlne Internlttent
ooslnvatlonr be ne contlnusd: Full, Tldr 0n C.ll
/,J
Pkasa otr:
I'C
o
fii?T;H;,,,t.o.E3 !II!
0tr0 rgr'lr€ur nro
rvol cd-o. 8l&p
(3Al 9.tFro72
,oor^r*li
LAX€I.OCo. Cq-O. t2!t
(3031 432-0!!8
tFOlaCt rl.
v-83021
ZLi.r" fA
$.rt t6,./Cr /
FIELO OENSITY TESTS
TOi _agq Consrruction Fle: Lots L-24, Lion's Ridge Flllng
Sewer and Water Line Compaction
va11 81658
!{eaLneF: <LlA <? ..,
- '-71- "|6np: , 4
lhis neport negnesents the nesults of the te3ting
tne times and locatlons i,ndicated. Observati,ons noted
aeth003 belng used at the tim€ of oun observatlon. No
0n ine contraclor t0 continue Hor.k in accondance |{ith
unoDgenveo t{ork.
r IqLU I E5 | INtr:
ctesccibed and obseivatlons oade at
ane the conditlon! pnesent andlon
othen warranty 1s nade. ile have nallect
the plans ancl speci,ficatlons on
la!t
;to .Locat ion ceDlh
8€IoL
la!t
Tvoc
}|tt
omslty
(9cfJ
ony
0€n ! i, ty
(Dc tl
Lo IJtu|.!
Contenl
(1,
l€a!urtd
:omgact ior(ll
I F.qulr?d
FottDact lotl(rr
Cut.va
No.
P,:Ao L6 i it,^4 4,!g ,u) cI tL.\)l7'1.q b.3 1E%1; "/"L)L €r Rc AD LDr {/ b 4',lj8 HAJ i33 D {f;,DY.G'f€)/t)/0 L5::i-9e /xg i3ot,.r.c. C.{JUr /lo, .s '15 -/'e 7{7a 2
CURVE INFOFMATION:
Cunva lfunber I 2 .)
,lltrF i! I Sandy Gravel Sandy Gravel Gravellv Sand 3ravelly Silt
Tclt Stlndrnd ASTM D698 ASTI{ D698 ASTM D698 ASTM D698
l||rllrr orntlty 130.7 r37 .5 r28.6 l2l .8
xolstur.!: oFth.tr / FrcutFrd 5.2 9.2 L2.6
PFOGHESS REPOHT:
Type ot co,npactlon equlpnent and nu,nben of unlts i ss € En iost-
Lift rhicknes. l,br oFsrrL/ED Nunben of p"".""__ &,0i srls6&/f;J)
'zHotnod of adding nolsturst On f lll In borno}, - None added L-/-
obsenvarton g.E 6-6-70rfi"or.al nrsults of this obsenvatlon HerE grovided tofF'ffi rffiio^td's iyc*vxr,u* e.ron ro reavrns .n" rrl
Thl! obsenvatron psntorncd: Full Tine Intrnltten!
obsrrvatton! DBInO contlnued: Full Tln€ On CalI
Pl!.sr tbtr: U,Oc^l
TO 6 ET To THIs T'3(ER.A
FR
:!t
o
II#fHH;,.,p.0.8 E?t
oero xotlll€{^, Aoro
lvol co.o. 8r&!0
(3Gt' g.tF50ra
T
LxEr.(totl ccLo. &2r!
1303, 232-0 r5t
PForac! li.
v-83021
o.tr / 8y:r^'7-7o rlgrral rt.
/oF t
FIELD OENSITY TESTS
To: -!uc construction Re: Lots [-24, Lion's Ridge Flling 5
P.0. Box 1515 Sewer and Wacer Line Compaction
vail , C0 81658
neatne": F{ fi R- retno, _f
Ihis repont Fcpresents the ne3ult3 of the telting descnibed anct obsenvatlons oade at
tne tines and locat.i,ons incticated. obsenvation3 notecl are tne conditions ore3ent andlor
6e".nods bel,ng used at tne time of our observation. No otheF lrannanty 13 nade. l{e have relled
on cne cont.actor to contlnue Honk rn accordance i{ith the olans and sgecificatlons 0n
unoDgenvgd honk.
FiiLO TESTING:
l€st
t€,Locat ion
5e w E& ()/\c dFiLL
0eptn
98lor
Ta!t
lvor
x!t
0ens lt,
loc tl
0|y
0€ns i ty
:,lo !ttui!
Cootsnt
(r)
l€a!uf !td
:oag.c t i on
Frqul,'3d
CorEactloa
iFl
C-urYc
llo ,
,qortD Loi- f /vtl tlt.q i3r'7 t.l)/co I
t RP1 u r-of f v ./\;6 t+1.I 13i.1 t.6 /oc qi I
A DJ Ac E,rrr A\ n a AJ8 t74 |t)3]8.s Gr
M
ri(3IAD.TA LENT lA H t ,.t/B r3l,l t2t.{76 /00 75 q
CUFVE INFOBMATION:
Curve Nuobec I 3 4
)lttlF i rl Sandy Gravel Sandv Gravel Gravelly Sand 3rave11y Silt
Tr!t StlndaFd ASTM D598 ASTM D698 ASTM D698 ASTM D598
nlxlljr olnrltt 130.7 r28.6 121.8
tblatur!: ggtlrjr ,/ Flqulnld o2 LZ.O
PROGRESS BEPOBT:
Type of corpictr.on equipnent ancl nunber of untE,E | 5fl6(P5iu;of, nAuD rAult&
Lift chickness NUT oB5; RvED Nunben of
In bomorliethod of adding noistu'.e: On flll None added
oD3eFvarlon 0.t"6-7-?o ffi.4:t{ oral n8sult! of this obsecvatlon r.ers provld€d
l6avlng thc alt!f,F RRY a; ap,v Es txctvAnor.r prloF to
Thl! obsenvatlon gerforned: Full Tlne_Inter lttent
00srrv.tlon! Drlng contlnuad: FulI Ttme On Call
Plr.la otr:
,t
6!."vrr 7//b#-
Itc I
o
llil#;s,H;,,,t.o.mr lta
oato raolTtxetlr m^o
rvor. ctLo. 8r&10
(3G?l 9.e-!O7e
r aat v
LrxEroco c0L0. |Far!
(303) e32-0 !t6
FFol act rt.
v-83021
o.tr / !t:6'8-?o T7tglart t. _lo]- |
FIELO OENSITY TESTS
TO: nMC Const.uction Re: Lots l-24, Lion's Ridge Flllng
P.O. Box l5l5 Sewer and Wacer Llne Courpaction
vail. c0 81658
r{earher: LrynR
Thir negort nrpresents th€ nesults of the te3ting
tne lines and locatlons inoicatsd, obseFvattons noteo
methods belng used at the time of oun observation. No
0n tne contiactoF lo continue Hock in accordance t,|ith
unoDservao lronk.
FIELO IESTING:
descnibecl and observatton! oadr at
are the condition! gncaent andlor
other. warr.anty is made. Ie have nllled
the olans and soeclficat,ions 0n
TrJt
Iro.Locrt i0n 0sgth
8alor
F.6.
le3t
lvoc
ta! t
06n! I t?
o,.y
oan!ity(!cfl
Io lstuar
Contqnt
(:I
Hrasu|.ad
:o||9act ioc
(rt
Frqu lFrd
CoFrctirot'(ll
Cufv!
No.
A>J&4,1f /4 H Ls, L q At8 t:9. a tL1.1 1,o qq Y<
)ApT .ofAT rw tt c\. 1 9l
I
^rg
tll.t li3.l t. I /00 9r I
CURVE INFORMATION:
Cunve lfumben I 2 4
tLtrl. lr!Sandy Gravel Sandv Grave1 Gravelly Sand 3ravelly Silt
l.rt 9trno.nd ASTM D698 AS1r,1 D698 ASlr{ D698 ASTM D698
l|rlrJr oanlltt 130.7 r37 .5 128.6 121.8
l6lstum: optllj.,/ F.qulFrd a)12.6
PROGFESS FEPOFT:
Type of co[rp.rc t lon equipment ancl nunoen ot unlts ld4}\tr wkEKtP.
- Lif r rhickness /Jorn Bs€p"""'__ilI|T, gbSEKV QPNunben of
lretnod ot addlng notsture: on
obsenvatton orte6-8-?0 rtne
flll ln bor|"or None added ,-/
oral rasults of thi! observatlon rero provtdod to_
l€avlng th! lltrlof. to
Thls observatton prr forned: Full llne_ Intrcntttcnt
oosrt'vatlonr botng conLlnusd: Full Tlmr On C.ll
Plsa!! Notr:
lif#;#;,,.ItE 10!
r.ao vAflcE STEET
LAKE|Ooo. CoLO. Szrt
(303' 234-0 158
P.0. &r 9t6
09t0 r{ontr€{u
Avor, c0L0. 8!t20
(3031 949-$74
F0lo
Fol.ct lt.
v-83021
V],'/i; Tfl
E{..{ o,l6r l
FIELO DENSITY TESTS
To: J)Ug Constr-uction Re: Lors L-24, Liont s Ridge Filine
P.0. Box l5l5
Vail, C0 81658
Sewer and Water Line Compactlon
reathen: CrclL Tene:
fhis neport nepnesents the ne3ultg of the testing
the tines and locatlon3 indicated. observatton3 notEd
melhods belng usecl at the tine of our obsenvation. No
0n the contracton to continue work in accordance nilh
unobsenved l{ork.
FiELO TESTING:
clescrlbed and observatlons oade at
are the conditi,ons present andlon
otheF nanranty ts made. |{e have F€lled
lhe 0lans and specification3 on
Tr!t
t{o.Locat lon 0apth
8e lor
r.u.
T3!t
TvPa
l|€t
06n31ty
ocy
ocnsl ty
(ocf)
Mo l stut. r
Cont ?n t l+aarurcd
:onp.ct iot(ll
FlqulFrd
lorFact I or
lrl
Cunva
NO.
furAD ,ueRrit Loi-A (,1 ,rrP'i3"1,1 r?s4 71 /0D 15-
CUFVE INFOFMATION:
CuFve Nu0ben I
|.rtrFl!l Sandy Gravel Sandv Gravel Gravellv Sand 3rave11y Silt
Trst Slmdfd ASTM D698 ASTI'i D698 ASTM D698 ASTM D698
l|:lflrl Oanlltf r30.7 137.5 I28.6 121.8
rol!tur.: oDtt4r ./ nrqulrld 5.2 a?12.6
PROGFESS REPOHT:
Type of conpactlon equlpnent and nurnben of unit3 i su EE/3 Fb of
Numben of
l.'lethod of addlng ooisture: On flll In bonror
obseFvatton orr, b/t t tne 1:51 opal results ot
None added l/
this obsefvatlon rer€ provtded t0_
lor to lsavlng th€ slte
Thts obsenvatton panfopmed: Full TIme_ Interntttent
ols€nvatlonr betng contlnued: Full Tlme On Call
Prsass Norr: Al O ONt lLf ..IDB 5tT0
Litt thickne3"_A/qf 0BfP.VED ,(/or 6B se
ltE I
o
IIb?Hf#;,,.P.O.dr t t
610 rofilrer^|. nolo
rrrot cot 0. ttano
(3rxD g.s-$E LrxEh000. coLo. rz!:t
(303t 2I!-0 rlD
F!r.6t ra.
v-8302 rbtt / ar:
c lrt/sn l*
Sratt !|!.-. -t6Yt
FIELD OENSITY TESTS
To: JMC Constiuction Fle: Lots l-24, Lionrs Ridge Filing 5
P.0. Box l5l5 Sewer and Water Line Compaction
Vail , C0 81658
Hearnen: C)UD( Tsnp: bo"
This feOort nepnEsents the nesults of tne telting described and oDservationS oacte at
the times and locatlons indicated. observatlon! noted are the condlLions gresent anctlor
neihods belng used at tne ttne of ouF obgervation. No other rarnanty ls mde. t{€ have nlltect
0n the contnactor to continue Ho.k ln accordance Hith the Olang and sgecificatlons on
unob3erved Hork.
F I CLLI IE5 I INb:
TeSt
lltt.L0crt ion 0€t tn
8€lor
Tast
ttoa
t!t
06nslt,
(sq f)
o|.y
0€ns I ty
(sc tl
!*t I stufr
contsnt
(:l
|ttatur.ra!
:or9ac t ion
$l
I n.ou rra
Eorlgactiott{,
Ql|.vt
I{o.
I i/Dr{l(ENr /LIH c} .evvro/,]IB t1ci| -l lr t?0 /cr,3 "l et J
J *DlAt.Furlt H t 3,^td t)t 1/Ng />1, d tQ ''t ll,J t-t \Q<3
"1 \ioRfH lvtH (3, 2{'I)NB l,lo.5 r 1/ II tc, I It,4 1g q{3
CUBVE INFOFMATION:
Clrve lfulDeF I J
Xatlrl!!Sandy Gravel Sandv Gravel Gravellv Sand ?ravelly Silc
lrlt StlndaFd ASTM D698 ASTU D698 ASTM D598 ASTM D698
xu lrj. tbnrltt 130.7 L37 .5 r28.6 121.8
lblrtuFr: otttnr! ,/ nlqutFrd 7.5 5.2 a)17 A
PBOGFESS REPOBT:
rvpe or conpaction equtpnenr and nunben or unit3 I 1ilEf P5 fAA(
Lirt thicknes" fuof Ab#l ltuDber of
Hrthod ot addlng tloleturc: on flll In bornoH
obsefvatlon O.te this observat lon rgn6
l0r to
pnovtdad to_
loavlng thr sltr
pt a"" wta_ ilZMBER Of L:FTS To E,,Ei' f'o TE{
4)N
oblarvcl.
o
Iliig;s,H;,,,t.o.o! lrtt
0at0 t5ttDrg{lr mlo
r"o1 cd-o. tt&p
rn3t 9.Fs7a
t.?o v
L!(EI€CO. CCLO. Ozrt
t3031 23:H t5tl
For.ct rt.
v-83021
tbr. I et?. -rla//7 /a7c /lt
Srtrt trdrbF
FIELO OENSITY TESTS
Toi nuc Construction Fle: I,e!s t-24, Lion's Ridge Filing
P.0. Box 1515 Sewer and Water Line Compaction
Heathen: LtE rt Lrr"o,RO.'
This neport Flpresents the results of tne telting
tne tines and locatlons indicated. obgeivations noteo
metnods being usecl at the line of our observation. No
0n the contfactor to continue ronk in accofdance rith
unoDsenveo tronk.
I teLU I Ct I INb:
descnlbed and obsenvatlons nade at
aFe the conclitlons gresent and,/oF
othen ranranty ls made. lle have nelled
the plans and speci,fications on
8r558
lrst
l|0.Locat ion oettn
8e Ior
Tcst
Tvqa
xct
06ns lty
{9cfl
ory
0.n!lty
Yo lstut.l
Content(l'
Lcasui!d
lo0g act i,on
(tl
iFlqul|.ad
Coooactl or'(!
Curvt
llo.
I 'tu'ArEP Llui LDr li,/r -t T N8 tIt,3 t3 ),1 67 q7 qf nL
'7 '.-\ ti /1'N6 '31.7 J,l-:,r 1'7 7t qS 5
CURVE INFOHMATION:
Cunve Nuoben I 2 4
xrt!Fi!l Sandv Gravel Sandv Gravel Gravellv Sand 3ravellv Silt
TGt Stlndrrd ASTM D598 ASrM D698 ASTM D598 ASTM D698
lbrlrl! o.rEltt 130.7 t37 .5 r28.6 121.8
lblatuF : qtttor.,/ FaqutFld \')9.2 L2.6
PHOGRESS FEPOFT:
Type of compdctlon equ ignen t ancl nutnben of un its
Lt tt thickness l) Nunben o f
Ietnod ot adding tlolstune: on ttll In bornof
) I a -)I r -)5 (rral r6sults Of
None added
I t^ODsenvatlon D.te (z: l,J Ttfie
--'1n,, ,-t thi3 Obgervatlon xen€ pFovldsd to
RR Y lR$t+ Lo XCA V,pnlor to lsavlng lhs slta
Thls obscrvation plrfoFiEd: Full Tlne Intermlttent
obseFvatlon! Drlng conttnuect: Full Tlne on calt
Ptcare tttc:
..y !\lrbslpvr rc-I/
(ac'ro
ol
Hru"^" II!#HH;*, **:,ffi](ste1Ho72 ,/
]
FIELO OENSITY TESTS
llnr.cr rt.
v-A?d? l
Ti *40 -
-6, f$.a .- ,/ /hP L,
-:.-,.i---
l0: nMl. C^n c F ?rrr. r- i ^n ie: Loes L-24, Lionrs Ridee Flling
?.0. Box l5l5 Se',re r and i.Jacer Line Compaccion
rl0 8|.658 .- , .-,1 ,->
n e a'.n e r'. r- rj4_5lt enro :
-a,,--1()
tL/
ihis necoc: neorgsentr tne Fesults of tne testing
tne iifle3 and locations indicar-ed. obsen.,,ations noted
Ire:llods oelng used at tne lifie of our observation. No
0n rire contnact0n to ccntinue ronk in accordance ,rith
unobsenved !,rork.
descniDed and oDservatlons flade at
are the condrtlons prssent andlor
othen iarnanty 13 nade. }le havE |.llled
the olans and sgeci.tications on
ie!l
:{q.
-I
I
Llcti:Jt
/J4ff.R.,-i,^t i,,:T l ll'.
u.,t4i-53 ii,\t!'-- ,y,rc-j.,,,r i d
Cegrir
8e lor
isst
llge
l.ca
C€n! ity
cry
o8n! i ty
yo iS!uc!
Con tant
rcasut.ed I iaquirld
CaDg ac ! i o rt!
'!o
act i on(lt I (tl
Cunra
fto .
aa t1 AIU 1
J ln (.;i3i,> .b I J-!'C a. ,')q7
?
'ui/ ;irrEF. LltlE Naprx /^nr la LD Arh /rt T i20,+ul, r)-lL qi
t ,,u,lrr'? Lt NE
^b?TH
L6r1l b L))l t131 4)A/'lv ,qT
un*TF-R t,LLtE ruoefx, a+i8 S
^t'3
/4t.6 130.(/00 ,i1-
CUFVE INFOFMATION:
Cunve NunbeF I z 3 4
xrtlr irl Sandv Gravel Sandy Gravel Gravelly Sand 3rave1ly Sj.1t
Trrt Stardafd ASTU D698 ASTM D698 ASru D698 ASTU D698
xlrlrl! Clnllty 130.7 I28 .6 1rl Q
.lqllturu: 0Dt1 r / irqutrld 7.5 5.2 ot 1.' I
PFOGFESS FEPORT:
Type of conpaction equ iofren t ano nunbet.
-Lifr rnrcknes" NdT Ot\<VE Numben of gasses
[6tnod ot addlng ooilturr: on ftll In lornox None added
Obser.vatlon UteQ,T lne
6yn
9:?fo""t r€sults ot tht! oDservatton rer6 provld6d
laav lng th. !lt!R prio.. to
Thls obslnvatton gsnto'.dld: Full Tlme Intsfnittent
obslryatlon! o.tng conllnurd: Full Tln. On Call
Plr.s8 Not!:
P.0,80r 978
08t0 xol:It&wr aoao
rvolr. cct.o - ata?o
(303' 9.t9-5072
itr*l-*ountainlA fttgineeriner,a.: {e0 ,rNcE stF€Et
LAKETOOO. aCLo. 802 r!
(303t a32-0r!E
FIELD OENSITY TESTS
FIELD TESTING:
,vB i r.]b r
tPir lrli ia
]f,.cltL;'"1tofllt( L1T lC)oAD tuclin teT /c)0+D ,l,taR n qr ll
c4.i.Bls/ru/oAD il}Lril Lc
I
't /
P.O.&! tt
0at0 f,ottlx$llr mlo
a'/or co.o. 8t&lo(stt g..Fto7z
IntlMountain
lEigineeringrta.taao v T
L,r{El.Ooo. C0L0. &ert
(303' a3H r38
FForac! tt.
v-83021
oat. / et:
1o /r.f /qn rl4g!d.r lti/o/- /
FIELD OENSITY TESTS
To: JUC Construction Fle: Lors !-:24, !,ion's Ridge Filing
P.0. Box l5i5 Sewer and Water Line Conpac!lon
vail, C0 81658
Heath er:Tamg:
This neoort nepnesenls the nesults of the telting
the t,ioe3 and locati,onr indicated. observations noted
methodg oelng ulecl at the tiE€ Of OUn obsenvatlon. No
0n tne contnacLoF to continue wonk in accofdance Hith
unobsenved Honk.
r l'cLu l tr5 | INb:
descnibed and observatlons oade at
ace lhe condltions Dresent andloF
other waFnanty ls made, fe have nrlted
the 9lan3 and specification3 on
Te3l
,\|o -
Loctt ion
LD"{e,t /rru ln^,LLll
o€oth
8€lor
Ts!t
lvta
tat
U6nsIty
(Dcl )
ory
O€n! I ty
{!c tl
!{o l3tunE
Cont"nt
EI
x!asu|.ad
:orD.c t i on(lt
In qutFsd
Dorgact r or
l' l!
Oirva
tao.
I o ,{///37.0 lJ7 o 7,q 77 75
)L-ri 0,,t"/. L*,' Lc* 7 o tlg I+1.4 lrrg a.\/on q<
3 !''"'r P,d* tr**- L-1- L O /t/4 t4).4 l? 2 a,b,q 77 q<-t-4 -4 UB IJL,L l>f.b 7.o 7a 7f e
J
CURVE INFOFMATION:
Cunve NuDben I 4
rltEFl!l Sandv Gravel Sandy Gravel Gravellv Sand lravellv SilE
Trlt S!.ndd.d ASTI| D698 AST1,1 D698 ASTM D698 ASTM D698
lullJr olnrtty 130.7 137.5 128.6 121.8
-!!!!!ur': Ogtlar. / F.qutmd 7.5 5.2 ot 12.6
PFOGBESS FEPOFT:
TypE of compdction equlpment and numbeF of
Li tt thickness
Itlelhod of addtng moistune: On ftll In bort.or None added
obsef vat ion oate.$1fu[_ t tna 3t{ onal rssult! of this obseFvatlon uer€provld€d to_
l€avlng tn6 !l tsprlon to
Thl! observatton panfoined: Full Tlne Intenmlttent /
ooscnv.tton! bolng contlnusd: Full Ttnc _On Crlt /
Pl6as! tbtr:
f.r :'
oIliffi#;,,.t.o.8 !r,C
0er0 r€tl el|r noro
lrrot c[0. 8t@ol*tt 9.!F5072
r/|ao ,,
LAxEI€oo. c[o. Dzrt
(303t a3:Hr tt8
Fr.olrct |..
v-83021
O.tr'l 9r / -)- /tt /qp iA
tr..E'r6l
^ - Iltrl
FIELD OENSITY TESTS
To: DMC Constructlon Re: Lots I-24, Lion's Ridge Flling 5
P.0. Box 1515 Sewer and WaEer Line Conpactlon
vatl . c0 8LQ58
lhi3 negont Fegresents tne nesultg of tne telting described and observatlons oade at
tne tlnes and locatlons inctlcated. obsenvatlons noted .l.e tne conditlons present andlor
netnods belng used .t the line of ouF obseryaLion. No otheF Harnanty ls made. t{e have nllted
0n lne contFactoF to continue won,( in accordance wieh the olanE and sgeciticatlons on
unoDserveo hork.
FiELO TESTING:
T?lt
IC,Locat iot 0e9tn
galor
lEst
Troa
Itc
oafl! I t,
ory
0ons j, ty
lolstufr
contBnt
(tl
xn.sufrd I
:orFact iori(:t I
Arqult.!d
:oC.ct lot'olt
CUFYr
l{o.
I Rc AD AiiRrrr ,tT d Ct ftt,t4a,{l)L,,s :;:?lr q<4
')
-{_(j4 t tutli l' ,:,,^ l 7 /Vfr /l;. c'I ll.cl qg \-r <t
CURVE INFOFMATION:
Cu'.ve NunbeF 1 2 J 4
llltlF l!l Sandy Gravel Sandy Gravel Gravellv Sand 3ravelly Si.lt
l|!t StrndrFd ASTM D698 ASTM D698 ASTM D698 ASTM D698
tiax l ! olnJtlt r30.7 t37 .5 128.6 121.8
laolltur': oDt llur ,/ fbqulplrt 7.5 5.2 t2.6
PFOGFESS HEPOFT:
Type ot conpactlon egu ipment
Lift thickne3s L. I L'
l,llthod ot add lng . mo lstune: on,t
obsenvatlon srt"(n//E rtne
f lll In bonror..,- None added L/
.4.1 '/O (Fal no3ults of this observatton rere pnovid€d tg-
u! lltc
Thls obslnvatlon panto.ncd: Full Tine Intanntttent
O3cnvatlon! b6lng conllnurd: Full Ttna On Call
i , ,-/ -\./' -
anct number or unlrs I 3/f t /sf-OcT
:?z-( ,). //- i'-t .1 i"..-r-
--S>|K/LD Nunuer of pass"" NC, / C)DSFKl,F D
Pl€asr Not.:
DIE
. .l
p.0.o lna
0e r0 '{ttlxer^|. mr.o
rvol cc-o. 8t&lo
lSrD 9.(HO72
IntfMountain
lEngineeringua.,..0,^ilhlli
Lr|(a.ooo, cq-o. a2r3
(303t 2&l-o 158
Fol.c! 14.
v-83021
T'/{lq, 74*" 7b{ i
FIELO OENSITY TESTS
To: _nuc constiucElon Re: I,ots L- 2lL lionrs Ridge Filtng
P.O. Box L5l5 Sewer and WaEer Lioe Comoaction
vai1, C0 81658
Heatnen:Tsng: />
fhig regont nrpregents tne nesultg of the telting
lne tioes and locatlons indicatect. observatton3 noted
metnods beiog used at the time of oun observation. No
0n tne contractor. to continua! rork in accordance xith
unoDsecved ror.k.
FiELO TESTING:
describecl and observati0n9 0ade at
a.e the conditlons prcaent andlor
otheF Hannanty ls made. He have nal,led
the plans ancl speciticatlons on
lr!t
lo.ktcat l0n 080tn
8€lor
T€!t
Tyoc
}.tt
olnttty
(sc tl
ofy
0.nsi ty
(ect)
lio l!tun!
Contant(ll
xtasurld
:orpact:,ot
Baqr lt.td
ColFact ior' (rl
OfYt
l€.
CURVE INFOFMATION:
Curve Nunben I 2 3 4
lhtt|. i!l Sandv Gravel Sandy Gravel Gravellv Sand lravellv Silt
EqL 9t!nd.Fd ASTM D698 ASTM D698 ASTM D698 ASTM D698
ru lrJr qrnrtty 130.7 137.5 128.6 r2r.8
Ittltturr: 0tt1e! / nlqutFrd 7.5 5.2 o7 12.6
PFOGHESS REPOBT:
Type ot conp.ctlon
Lift thi,ckness
equipnent an cl nunber of units
Nunbei of pas9es
Hctnod ot adding 0olstur6: On
^fObseFvation orte b,/11 ftme/
flll In bornox
UtJAo".l re3utts or
_ None
this obsenvat lon
added
xers provtd8d to_
lor to lsavlnq th€ !tt!
Thl3 ob3ervatlon pcrfofmed: Full Tine Intrrnlttent
obssr.yatlonr bslng continusd: Futl Ttns 0n C.ll
Pl!.!! ot!:
\
o
IIig;HH;,,,t.o.!!r l',t
0ct0 r.orl$€r^x nol{t
tvor cc-o. 8t&10
(3rxl, 9.F507e
1.a20 v
LXE|000. coLo. s2t!
(3031 23il-o !38
I Fol.cl It.
lv-83021crtt:tt i
--5/29&=o"'*'/ cr- /
FIELD OENSITY TESTS
fOi 3gg Construct{ on Fle: Lors [-24, Lion's Ridge Flling
P.0. Box l5l5
vail, C0 81658
Sewer and Water Line Compaccion
F , i t/I ,!Heatnen: + L- /.r r.r-TEflro: )t
This cepor.t nlpne3ents the nesults of tne testing
tne Cines ancl locatlons indicatecl. observatlon3 noted
methorls belng usecl at tne cioe of our obsenvation. No
0n the contnactor to con!inus ronl( ln accordance |{ith
unolsenveo ronk.
clescribect and obsenvatlons oade at
aie the conditlons oiesent andlor
otnen |,afnanty 13 nade. lle have l.rlied
the glans and sgecilications on
Te!t
,l|O.Locat lon 0epth
Eelor
l!!t
f toc
llt a
o.nr I ty
locfl
ony
0€n!lty
Mo lstuf!
cont!nt
Et
llitasufad
:orgrct lon
(rl
R!qulFld
Coogactlor
(tl
CUFYc
ilo.
,;-' ,' ii n I'rf r," r t;V- i:'T t2/.\t,i \ lJ ./ttJ.r rt/\lLnly;--, ,/ll 6 ,,{k I5A, /ill ,>JU.)'1>3
')T " / L, gP, iE trrc rl ;,+r E;^. tt^t!'.'ar/o 1 tL1 ,)J-b t)t 1 6,s 'l 5 ctJ I
i' : uiERiEcilcN u}li[ELtitti N'' t"if I 11 1 lv8 Do,)t)). I q3 \{t
+*DTACftlT tut, 1, z 4. r,t\ )0/apuft Nh t4i, t 13i,tr 1, 1 lct Yi 1
f D. A Dr-Arr xl 7Re pYA ntc?T'lLo?l,o /,1 I tf ,4 ..,|,
l l@,7,3 7-)q{
CUFVE INFOFMATION:
Curve ltudeF I 4
ttt!|. trl Sandv GraveI Sandv Gravel Gravelly Sand lravellv Silt
Trlt Stlnd.qd AS11,r D698 ASTM D698 ASTM D698 ASIM D698
ItrllJ! olnrlly 130.7 r37 .5 1'A A 121.8
loltturr: ottt ! / F.qulrld 5.2 L2.6
PROGFESS REPOHT:
Type ot conpaction equipnent and nunben of untts ) 3t ff Qs i0oC
Llfr rhickne3" NctT cBsEP,LiED Nunben ot pass6s
lltthod ot adding mol!0n flll In borror None added L--
thls observatlon rcn€ provtdod toobssnvation D.te lrr'|e 4l2O oral rssults ofTOF TRO OA//.'^ EytAVA:ttoN
Pkase |btr:U)N' N Lt(c
1A5T hR.*DE lN ALEA EETNEEN rvt.f(. t+.t,B
S!!r^Y!F
fu#;Hff;.,,t.0.4 lrrt
uto r{rrnpur
rr/oa. co-o. 8!&10
c!:ll 9.9-5072
E^o t.ao v
LrxareO. CoLO. tzlt
(303' eaH r!8
Foract ra.
v-83021
O.tr / Bt:/o/at/.to CRgr..t ro.t oF t
FIELO DENSITY TESTS
To:nMC Construction
P.0. Box 1515
vail, C0 !1658
Re: Locs l-24, Llon' Ridge Filing
Sewer and l,Iater Line Compaction
Heatnen:tang:. 75
This report Fegresents the Fesults of the tertinq
tne tine3 and locatlons indlcated. observatlon! noted
nethods oelnE used at tne line of ouF observation. NO
0n tne contnactor lo continue ronk in accordance Hilh
unobserved uork.
FiELO TESTING:
described and observatlons oade at
a|.e th€ condillon! oresent andlof
otheri rannanty 13 made. ||e have Fslird
Lhe plans and specificatlons on
l€!t
llo.LocrtipnUakrl,*---'[\r l0 /l 0catn
Selor
T6st
Tvoa
tet
o.nslty
{sc t)
llrY
osns lty
(oc fl
!{o lrtur!
Contdnt(ll
xnaturld
:orgact ion
t$
1."*t"to
EotFact I or[ (tt
CuFva
NO.
/l
,-/l<re Kt ck)yt* l"*s {. L o t/g /7(.{/J/. t'/o,7 7<7r 3
1 .//-t/e Hudt'syll /^*: 3- G o //g /7s,\/J1,7 7B 7z 7{
L'as{,/* L;; u*T -3 ,l/B l4l,t'/ 3J.I /oo q5
4 L,,r, P,!1.,o L^n( L^/ ?3s tl8 taf,=/)R,7 7,1 ffi 7.t
L,^,, /.,1) /-Ann' Lo( '/?</uB t38,u D2>6.5 96 75
{
CUFVE INFORMATTON:
Cunve Nuaben I
tart!|. ltl Sandy Gravel Sandv Gravel Gravelly Sand lravelly Silt
T3!t Sttndrrd ASTU D698 ASTM D598 Asltl D698 ASTM D698
l||rlrrr oanJtty 130.7 r37.5 L28.6 121.8
lblrturr: OptlrJr / Raqulrld (?o)L2.6
PBOGFESS FEPORT:
Type of conpactlon equipnent and nu,nber of unlts
Lttt chicknes" nO/ O/ga?/ nuro"ir"u"""/o.
H.tnod of addtng tloistuf€: on f lll In borrox __J--_ None added
obseFvatlon ozta A/)/ ttne 0nal relult! of thi! oDsenvatlon rsn€ pfoetdod to
prlon to laavlng th€ rlt!
Thls oblelvatton pcrtorfied: Full Ti e Inter[lttent .-./
olsrnvatlonr b€lng continuod: Full Ttna On Catl Z
Pl€.!c Not!:
otf lnter-Mountain
A*gineeringLrd.
t
gJl?E rot
r.20 vrr|cE lnnEEt
L$Eroco. c0L0. Iett
1303, a3:H!ta
t,o.8 lml
0rr0 t.0 ltlrD{ ra ro|o
rvor. co.!. SIAD
(3o.l 9.e-5072
ttsol.ct lt.
v-8302 r*t:/trz /qa ril
9!.Jr ra.
/OF I
FIELO OENSITY TESTS
TOi _ayq Cnnsrructlon Re: La!€ L?4,1!onts Ridge Flling 5
P.O. lJox l5l5
vail, C0 81658
Sewer and Water Li,ne Conpactlon
weatnen: TBmp:
fhi,s regont Fegresents the ne3ults of the te3ting descnibed and obsenvatlons [rde at
the tines and locaCtons indtcaled. obsenvatlons noteo are the condi,tlons gresenL andlor
nelhods ueing used at tne tioe of ouF observatlon, No otnen raFianty 13 nade. He have neltecl
0n tne contnacton !0 continue Bork In accordance Kith the glans and specificatlons on
unolgerved roFk.
l- r:LU t E5 | lNtt:
l€31
||o.LOCit!lon 0s9th
g€ lot
Tcst
TYPc
llti
0€n!lty
$y
oensity
(oc fl
1401!turt
qont6nt
(lI
} tatufnd
:om.ct ion(ll
n qulrad
Congactlot(:t
Curva
NO.
CURVE INFORMATION:
CuFve rutlben I 2 4
f.tr.lrl Sandy Gravel Sandy Gravel Gravellv Sand lravellv Silt
T!'t 9trnda.d ASTM D698 ASTM D598 ASTM D698 ASTM D698
Itr lll! lLntltt 130.7 r37.5 L28.6 121.8
tlttstuF : oot !,qlr l.Frqult.rd 7.5 5.2 9.2 rt A
PFOGHESS FEPOFT:
TyPe of conoact ion
Ll ft thicknes!
equlg[rent and numben ot unl ts
].turDen of pa39es
fttnod of addlng noi3tu'.!: On flll In bornor Nonc addad
ob3ervatlon O.t6 Tioe_ oral nesults of thig observatlon rere provldsd to_
l!.vlng thr lltaprloF to
Thl! obsrnvation prfofilrd: Ful,l Tln€ Intafntttent
ooslFvatlon! !.lng contlnuad: Full ?lns 0n c.tt
=-a:1::i;,..
o
II.*#;#,H;,,"t.o.ol !m
@t0 fo'lne|rr mro
^'ro(
cq-o. 0rte0(*!l s4FroTa
t.eo v
Lr(Eb@o. coLo. azlt
t303, 23iHt58
Fctct lt.
v-8302 r
L'ilitq" cA
9rt.r !t .'tnF I
FIELO OENSITY TESTS
To; _l)uc cnnsrructlon Fe: Locs l-24, Lion's Rldge Flllng
P.0. Box 1515 Sewer and Water Line Compactlon
vail, CQ 81658
Heathen:Tang:
This repont nepresents the nesults ot the testlng
tne tlne3 and locatlons i,ndicated. observatlons noteo
neinods Delng used at the tioe of our obsenvation. No
on the contnactoF to continue Hork in accoFdance r{ith
uno!3erved HoFk.
r IELU | tr5 | lNtr:
clescnibed and obsenvatlons rade at
are the conditions gresent andlor.
othen warnanty 13 nade. lle hav€ nlltECl
the plans and specifications on
Tr't
,lo.Loc.t ion
NaAAt^" b*,LL
0€tth
8€ I o,r
T6!t
TYgc
Irt
olntlty
(pc tl
ory
06nslty
f'lo lstur6
Contcnt
(:l
xrasurrd
:onp.ct ion
(lt
Faqulfrd
Eotmrst I or-Ft
CutYa
t{o .
I Lr*< P,d',, La,no o /u,E Wo.n 133."4.t 7z g5 a
)Lt*, (,1)z t&r^"o 4lp,14).i r ]5.j 5.o 7g q<Ir'
CUFVE INFOFMATTON:
Curve ifu|lben I .+
XrtrFlrl Sandv Gravel Sandy Gravel Gravelly Sand Jravelly Silt
T.'t Stmdrd AS11,I D598 ASTM D698 ASTM D698 ASTM D598
t rlrl! olnllty 130.7 137.5 128.6 r21 .8
_!gEtr': ootlnjn / f,rqutfrd 7.5 o?12 .6
PFOGFESS FEPOFT:
Type of compactlon equipoent and nunben of unlts
lr tLlft thickness Ndt Ul^\a / r'<d Number of
Htthod of addlng ooistu|.e: On ftll w.'/ In bonrox
passes
None added
obs€Fvarton orrc Aflf tn" lK ofal P63ults ot this observatlon i?ra provldsd to_
llavlnE thr lltrpPion to
Pl!.!r fbtr:
,/Thls obscnvatlon gcifonneo: Full Tlme InternlttenC /
Obslryatlon! lolng contlnued: Ful I Ttns_On C.\ Za
nEe
oIi#;#;,,,r.0.s !r'a
610 l€r'tx6rLu r0ro
rvor cco. 0t@0
(3Glt 9.e-507?
t.?o v
Lr(ELooo. coLo. mztt
t303t 232<r r58
FFatact ra.
v-83021
-6,h2'/Ea rf,
graa! r5-:t aFl
FIELD OENSITY TESTS
To: _agg Cons truct lon He: Logs I-ZfiJ Lion's Ridge Flling
P.0. Box 1515
Vail, C0 81658
Sewer and Wacer Line CompacEion
l{eatnen:/>
Thi3 neDont nlpresents tne nelultg of the te3!lng
the tines and locatlons indicated. obsenvations notEd
methods oelng used at the tioe of oun obsenvation. No
0n tne contnactor to continue wor.k in accordance Hith
unoD3erved roFk.
r- ltrLU r E5 | INb:
descnlbecl ancl oDservatlons oadr at
ane the conclitlons Bne3ent and,/o,.
othen wamanty ls made. He have Frlled
the Olans ancl sgecificatlons on
lest
ro.Location 0epttr
Selor
T6rt
Tvoc
ret
oons I ty
(ecl)
o|.y
oans I ty
{ocrI
Ho lstunr
Contrnt(ll
i\€asuf gd
:ong.c t i on
(l)
i*ourrro
CongrctiqrItlt
qit.v!
f.o.
IrlArz D : ..,-'vEt!'r.- L r/v? arr'\ t-LNlER.a //8 il6 t llfh ct f qi i
'-1
,/.vlAf r R, Ll/\li7 LL\ii 16vfh ut i1t.6 r:?'t i. t 4+ati
CUFVE INFORMATION:
gJrve lfunber I z J 4
x.t!F i!l Sandv Gravel Sandy Gravel Gravellv Sand lravellv Silt
T6t Sterd.fd ASTM D598 ASTM D698 ASTM D698 ASTM D698
tElrJr o.nrtty 130.7 r37 .5 128.6 12t .8
lqlslur.c Qptt r / FlqurPad 7.5 5.2 o?LZ.6
PFOGHESS REPORT:
Type of conpactton equlpnent and nunben of
Litt thicknesg AJO
t{atnod of adding nol.ture: On tttt i/ tn bonnor None added
tt0b3envation o.te b /)L Ttme 3.'pO orat rssults of
rE R. R \' ' FR o*t LoNL-t'A
thls observatlon xsro gnovtded to
lon to leavlng th! !lt!
Thls obscrvatlon prFforned: Full Tlne_
oosaFvatlonr belng contlnue.f: Full Ttns
Intennlttent
0n Call
LPl€.!. Not!:-r
t)
l1i#;s,H;,,,,oo n^*fr:l
LrKErOoo. c0L0. oatt
(303' eSiHtla
t.o.ol lr'l
0gr0 ||otrD€u{ Ero
rvor. co-ll. 8t&lo
13081 Il.lH072
Fol.ct rt.
v-83021
o.tl / !r:.
t'/-:z /Qcc
Srart |!p./ 0t /
FIELO DENSITY TESTS
TOi n C Const rucEion Fle: tocs 1-24, Llonts Rldge Flling
?.0. Box 1515 Sewer and Water Line Compaction
vail , C0 81558
featnen:TEmp:
fhig neport nlpFesents t.he Fesults ot the telting
the litres and locatlons indicated. observation3 noteo
me'.nods oelng used at Ine lin€ of our obsenvaLion. No
On tne Contractor. l0 Continue Honk ln accordance rith
unoDSefved ior.k.
FiELO TESTIIIG:
clescribed and ob3envatlons 0ade at
ane Lne condition! gresent andlor
other r.arnanty ts made. Ie have Felled
the plans ancl spcclficatlons on
Tast
Io.| , Locatlon . /^Lu,aJzrlr,,,r H", Llt I
0€gti
g€lor
ls!t
lroa
Itt
oanr lty
(oc tl
ony
oan3 i ty
(ec fl
llo IttuFt
qontsn!
(ll
,{calu|. ad
:o||!rct ion(ll
l n qulF.d
fotFBctlotl(,'3r
Oj'Ya
m.
t c \l+l),ri I
,t \ai ,^7,y 7q 'if /
o ,L r.'1 1o))L /.-il.cr L7 ,.t."t 14 q{3ILt*1 /Ltf l1i'.. "t t)4.c 7"a 75 ]
CUHVE INFOFMATTON:
CuFve NtDber I z J
ltrttFltl Sandv Gravel Sandv Gravel Gravelly Sand lravelly Silt
Tart 9trnatrFrl ASTM D698 ASTU 0698 ASlr4 D698 ASTM D698
}lrr ll,tr q.nrlty r30.7 r37 .5 L28.6 1tl q
tblstuf.: ootl . 1 FrqutFrd 7.5 ).2 9.2 12.6
PBOGFESS FEPOHT:
Type ot co,!p.ctlon equ ipfient
Ltf t rhickne3 " ,'l/'ff C/
and nu[tben of un it3
Numbei ot
l'l€thod ot addtnE ilolsture: On f f I I /' ln bornor --" None added
0bseFvat ion T lne oFal rssulls of this observatlon xenS
lo|. to
pnovldsd to_
lsavlng th€ !lt!
Thl,e observ'aLlon grnfo'rmed: Full Ttne Intarnlttent .r/
osenvatlon. bltng conltnurct: Full Tln€
Plsalo lbt.r
On C.ll /'-
lxE a
-DfountainP.0.or grl
0ar0 l{lru€(rr qo^o
lvol cq.o. 8t@0
(3|xtt lr.rFltoTa
,..o"OH:;
LrxEr@o. c0L0. &ztt
(303' 232-0 rltt
FIELD DENSITY TESTS
Tol nMc eons rructi on Fe: Locs l-24, Llonrs Rtdge Filine 5
Weathen: Tatno:
fhis regont negne3ents tne nesults of tne te3ting ctescnlbed anct oblenvatlons aade atthe !itte3 and locatlons indlcatect. oDseFv.tlonr noted are the condi!i,ons gccsen! and,/or
nethods lelng used at tne tine of oun observation. No otner wainanty is ftad€. ile have nlllld
0n Ene contnactor. lo continue wonk in accorclance Hith the glans and sgecificatlon3 on
unobserved ror.k.
FIELO TESTING:
EcIor I lro.lo l!tur!
Contrnt
(lI
CUFVE INFOFMATION:
andv Gravel ravelly San ave11v Sil
ASTM D698 ASTM D598 ASTM D698
PROGFESS FEPOFT:
Type of conpactlon equipoenE
Litt thickne3!
and nunben of unlts
NunbeF of passes
Ir{cLhod of a.tdtng no lltunr: On tlll In bonnor
obsEnvation 0at6 or.al nr'ults 0f this observatton r€16 pnovldsd to
9r.lor to lsavlng th! !tt.
Thls observa on gcnfocrncd: Full Ttnre Int.rnlttent
oblrnyatlon! D.lng contlnua.t: Full Ttne
lxt t
t{Dlountain
Englneefrlr$Ltd.
t.o.tg lrtc
0g!0 |oTrureul [ro
rvo.. c0L0. 8l&10
lSxrt 9.e-507?
t€0 v
LI(ELOoo. co-o. D2!!t
1303, arH!!b
A.or.ct -.
v-83021
ht Ib.bLq /t a fft
llhr.l |{r./6F
FIELO OENSITY TESTS
To: J)UC Consrruction Lots l-24, Lion's Ridge Flling
P.0. Box 1515 Sewer and Water Llne Compaction
Vai1. CO 81658
,""rn"r, ('-El, r"^ot
Thls negont, nrgresents the ne3ults 0f tne telting ctescrlbed and ob3envatlons oade at
tne li,nes and ]ocation! lndicaeed. observatlon3 noted arr the conditlons DFesent andlor
methods oelng used at the tioe ol our obsenvatlon. No otheF ranranty 19 [Ede. r€ havs r.!llrd
0n the contFactor t0 continue lronk in accordance i{iLh the Olang and sgecilicatlons on
unoogerve0 Hork.
I LtrLU I B5 I !Ntr:
Tesl
No.Lo clt i on 0€0tngelor
Ts!t
Tvo a
ttt
oenslty
orY
0€nr lty
(Dc tl
!'lo l stur.6
conlrnt
EI
Lca!urad
:a g.ction
FI
tuqrlFCd
CoDact i ot' (ll
CuiY!
M!.
i l\Ddt|zrur tW u c4 r A o At'X i/1., 1 173,{t.o 15 Lf5
2 A ur A cENr ftPd. c4, t, B /)
^/6 135+i ?2 q e1 q{t
5 lrD{AceNT p,,H. L7 /JR oqL 126.4 3, G,C,rTb ${rl ApI frceN7 tut H. L? r 0 /1/8 IJJ,I t )2,0 4,2 1s 9{,ttA DT A cEuT n.H. .x. t NE t1t.3 134,o {,1 /oo qt I
CUBVE INFOFMATION:
Curve Nunber t .f
ht!rirl Sandv Gravel Sandv Gravel Gravelly Sand 3ravelly Silt
T.rt stlndard ASIU D698 ASTM D698 ASTU D698 ASTM D698
Lax l]! olnllty 130.7 I 17 q t28.6 121 .8
!lo!rtu,.!: o9tlnJr ,/ FlqulFld 7.5 9.2 12.6
PHOGFESS REPOFT:
Type ot conpaction equlpnent and nunDer
Li tt th lckness
,4atnod of adding moistur.!: 0n flll In bornor
-
Nons
thls observat lon
added V-'
oral rs3ult! ot ren6 orovid€d tg-
th! alt!
Thts obslnvatlon plFforncd: Full Ttne Intecnlttent ",:2'" raavtns
0Dsmvatlon! lelirg contlnurd: Full Tttte On Call t/
Pl6as! t{otr:
6!crvcr
DCE
t.o.n !m
0ar0 tottu€r r Elo
rvol cq.o. ala(Ixl,9.H72
taeo v
Lr|(EX'CO. C0L0. rl2!t
(303t a&t-ot!8
Fol.c! E.
v-83021*l!L- ?o n
gtaat l'5,
FIELO CIENSITY TESTS
To: _JUC Cnns rructLon Re: Lots l-24, Lionrs Ridge Flling 5
P.0. Box 1515 Sewer and Wacer Llne Conpactlon
Vail, C0 81658
l{eathen:Teng:
This repont nepresents th6 |'.esults of the Ce!!ing clescnibed and obseFvatlons [ade at
the tioes and locations indlcated. ooservation! noted ane the condltlons gnelenl and,/or
nelnoos Delnq used at tne tio€ of ou|. obs3nvation. No other ramanty ts made. I|e have Fslled
0n ine contracton to continue woik in accocdance rith the plans ancl sprcificatlon3 on
unobseaved fork.
F ltrLlJ | tr5 | LNl,r:
Talt
f|o.Locrtion oattn
6e lor
Tr!t
lvoa
rat
tlrn!lty
lgcf)
ory
08nsity
(Dc fl
Lo 1stu.r
Contcnt
(t,
l€a!urld
:o@fttion
llt
lRrqtiPrd
Congactiorl' {!
qftt
r.
CURVE INFOFMATTON:
Cur.ve MJDber _t 2 4
xrtrFt!l Sandv Grave I Sandv Gravel Gravellv Sand lravelly Silt
Lrt slmda.d ASTM D698 ASTM D698 ASTM D698 ASTM D698
nrx lr,! oartlly 130.7 L3t .5 128.6 LzL.8
l|olltufr: (bttil! / nrqutfao 7.5 5.2 o?t2.5
PROGFESS REPOFT:
Type ot conpact lon
Lift thickness
equlpnent an0 numoen ot unlt3
ttu0ben of paSse!l
lGtnod of addlng noleturs: 0n
obalr.vatlon Ort€ T ine
till In borror_ None
Oral rcault! of thts observatlon
addad
rerS
loF to
provlded tL
lravlng th! !lt!
Thts oblrnvatlon gortoFmed: Full Tin! IntrnDtttlnt
obslnvatton! b€tng contlnuad: Full Tlm€ 0n call
Pl!.!c t6t.:
!ror!-*ountain
A*gineeringr,a-
v
E tlE !0r
ri.:m vr,€E SlREEl
L!(Eraoo. coLo. 02rt
(303t a&r{l5t
t.0.4 lmt
0010 '.ofir€rrl t€40
lt O( CO-O. e taEo
(s:!t !lr}!o7a
PFnl|Ct ra.
v-83021
"'i'Eo /ro rAgi.at rt.
FIELD DENSITY TESTS
T0: jgg eon s r ruc r ion Re: Locs l-24, Lionrs Ridge F11ing
P.O. llox 1515 Se@
Veil, c0 81658
*"..n".. C40dt) y rono:o
lhie negont nepnesents tne nesults of the telting
tne tines and locations indtcated. observatlon3 noted
netnods Ue1n9 uled at the !i[!e of our observatlon. No
0n lne contnacton t0 continue ronk in accordance l{ilh
unoDserved ronk.
r ll,L|-l lC5 | lNtr:
described and obsefvatlons oade at
are tne condtttons grrsent andlor
othen rairanty 13 nade. He have Flllrd
the olans and sgecificatlons on
Ta!t
lao.
Etft, f v' , lil ouF' l-ocrt ion 0e9tn
Balor
la!t
f toc
llG I
o.nsltt
(oc t,
ory
O€nslty
(gc f,
l{o 1Stuft
Content
Ltatuntd
;orD.ci ion
(rt
I Fsqu lmd
EoogEctlottEl
qria
tlr.
I 19: NotTrl /,t.P/Q14 o
^j8
120, d 1t0,3 ?3 8G ?S J
L tD'l\EfiT ln,rt (4tA 0 JR uq{tt6.B /0,,ql 9{J
;iO' 50r)A r4.rt .4 t I 0 /uB tnQ 1 t2rl )7.7 ?s ?{-3
CURVE INFOFMATION:
curve Nunben I ,t 3 4
ll!t.r.l! I Sandv Gravel Sandy Gravel Gravelly Sand lravellv SlIt
Trrt Strndard ASTM D698 ASTU D698 ASTM D698 ASTM D598
.!slr,| ornrty 130.7 t37 .5 L28.6 121.8
lroltturr: 00t li.rn / FrqulFrd 7.5 qt 9.2 t2.6
PROGRESS FEPOFT:
Type ot conpactlon equ ipment and nunber o, unrrs I 'sl Auu /t6RAfoi.-Y Rot-t-/R-
Ltrt thrcknesr IJCT O
}|lthod of addlng nolstune: on ftll In borror None rdded l--
tne-l)@oral rasulrs of rhi!obser.vatlon Hen€ grovldad to
oA/prlon to lsavlng ths ltla
Th!! obaervatton glrforned: Full Ttn€ tntlrnlttent
0osrivrtlon! bgtng contlnuad: Futl Tln€ On Csll
Pl!a!. Note:M
o
0D!rPYar
L
Irc I
,a*r..ti
LrxErro{to. c0L0. rl:lrS
(303' 232-Or!t6
t.0.&3 lta
610 t{ottlrgarx nolo
rvot cclo. 8t8:10
cl03l 9.9-5ota
Fol.cr ra.
83021
*tr/ T :1tIt/l t9'ct ln
$t.rr ra.lc.F2
FIELO OENSITY TESTS
fo:Dauphinais-Mosely Cons tructi.on HE:Lionsridge Loop
P.0. Box 1515 SuMivision Filing #1
Vail,d I 0)6
This nepof.t ncgiesent3 the nesults of the testing
the tines and locatlons indicated. obs€rvation! noted
oelnodg being uscd at the tine of our observation. No
on ihe contcacton to continue woFk in accordance with
unob9eFved "or!(.
FIEI-O TES TING:
weatnen: --ri4i r.rp,L
delcrlbed and obs€nvattons [ade at
arr lne condttlon! gragent andlor
othen !.arnanty i3 nade. lte have nslied
the 0lans and sgecificatlong on
lrs t
tt .L0crtion 0eotn
Sclor
r .l'.
T6rt
TYoa
Irt
0an! lty
locll
CJry
oansity
fo lJttr."r
Contmt
EI
laaalurrd
otorct lo
Itb(lllrd
Iiorglct lql(!
OJrva
tro.
L)OP rir L-nr '*r)/..e 3 'l /',l)) |/,c q't
j No(r/J [-cr 'i/,c c /.6 rl,fl l)t,6 ?{I
iutOifl ,rr't,L 1'.C IB.J i)3.1 '-t '1 C/l\c
.\
$I lr,tOtU ,l? r ),\,/ "f\l tt t-v I tl'^-0 NY)iu,l c\{o<3tjo' ru'6R rd /Lr. H U I A ,-\:g 13tt,b /JI,D t,.v),/^ .|1S-
CUFVE INFOFMATION:
Arrve Nunbel.
,l 4
tlrts.l!l sandy gravel sandy gravel sandy gravel sandy clay
Tart StrndaFd astn D598 astn D698 astm D598 astn D598
l||rlrJr orntlty 130.7 137.5 t26.o 121.8
lilrturr-' oFllru. / n qulF.d
.1 E 5.2 9.2 12.6
PROGHESS HEPOFT:
Type of conpactlon equipfient and nunben of untts I 1-> tvt
lfunber o t pa39es NC CBSEBI,'ED
li'lsthod ot adding oolgtuF€: 0n f lll In boncoL_ flona addcdztobset'vation oatc 1/t rtrnc-!@onal results ot thl! observatlon rere prov td!d
lsav lng th€ lltc_ J6R0r/ .(p.owt LoN6,s txcAL,Arto,tl
Thls obsenvatlon prifonned: Full TUrs Intenntttcn!
Os€Fv.tlon! bltng conttnuad: Full Tla! _0n Call
Plrasa Notr:
Litt thlckness MCtT .-.1\ ie p Vt
uEr
Ptt17:
v grlTe r01
r.20 v^ltcE srn€ET
Lr(Eroo. cq.o. oatt
(3031a3a-013E
P.o.s gra
or0 r{ottll€llx
Avo.. cu.o, ardlo(s319.&.lbz
m^o
tlor.ct Ut.:t3c7|
o.tr / It. +'1? ll l,io I ngr.it ib.r^-l.L' f +
FIELD DENSITY TESTS
To:Fe:
FIELO TESTING:
Ta9tIt.Locat lon 0.pth
831or
T!!t
Tv93
Lat
O.n! I t,
(DC tl
fy
0.n!lty
bct )
l|rt!tuna
Cont!nt
(t)
raa!urld F.$lmd Qrvl
fb.(tl E'
);' i:A >'i li ii . -i | /.a9./' L.tt,t t^{n (.t <J
l r-p i',-
trc ro
Int Dlountain .*#:h:##(303lerHrtt
,.0.8 lIrt
0er0 r.ottr€{rJa
lrn ( colo. 8ra0(sl9.F!o72
sro gineeringHa.
Ft ol.ct ai.
v-83021*VE'/ru rA
Sraat t5.'
FIELO OENSITY TESTS
To: jug consrTuctioo Fle: Lors l-24, Lion's Ridee Flline 5
P.0. Box 1515 Sewer and Water Line Compaction
vall, C0 81658
Heatnel.: Tsnto:
This report Fr9resents the nelults ot the testing descrlbed and ob3envatlons oade at
tne tines and locatlons indicated. obgenvation! notect .ne tne conditlons gresent andlor
meihods belng used at tn€ tine of ouF ooservation. No otnen war.ranty l9 oade. Ne have Fll,t€d
on tns contnacton to continue Hork in accordance Hlth the plans ancl lpeclficatlong on
unoD3erveo uork.
FiELO TESTING:
Tr!t
xo,Locat lon 0e9th
Belor
fu!t
TY! r
t!t
0.nr t ty
oFy
oon!Ity
(ec ll
Iolstucr
Contrnt
(lI
Xn.!uF!d
:o g.ct i,on(ll
n quLad
gonactior
Itl
CurYa
No,
CURVE INFOHMATION:
Clnve ltuober I 3
Sandv Gravel Sandy Gravel Gravelly Sand lravelly Silt
T!!t Stmdrrd ASTU D598 ASTM D598 AS1'I.1 D598 ASTM D598
l|rr lrJr tbnrlty 130. 7 137 .5 128.6 121.8
llo lrtr.tfd OttlrJr / Flqulrud 7.5 5.2 v./12 .6
PROGHESS REPOFT:
Typa ot conpact lon
Lift thlckness
equlpnent and nunber of uni.ts
Numben of passes
,.lrthod of adding nolstuF€: on
obllr.vation O.tr Ttne
fill In bonnor
l;0O ofal rssulrs ot
None .dded
this observatlon fen€ pfovldsd to
prtor to leavlng th€ !lt!
Thls obs$vatton plntoincd: Full Tlns Intecfilttent
obsrnvatlon! D6tng contlnurct: Full Tlns On Call
Pla.la Notc:
0b!!r.van