HomeMy WebLinkAbout1.0 Applicationfta;x * *'"d|'?f''r'1u 1
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Gorfi"ld County Ptonning Department
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tr BoAS aocc tr Plonning Commission
Project Nome:p
Type of Application:
D Speciol Use Permit
E Conditionol Use Permit
O SubdivisionExemption
O Subdivision Final Plot
tr Subdivision FinolPlot Amendment
O Subdivision Preliminory Plon
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I
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F-Jublic Meeting
tr Consent Agendo
tr Public Heoring Est. Durotion:
Est. Durotion:
ELnmendment to
E other
To do whot:b,^iW.;4a
iAectino Dote:Time:
V 1:15 pmtr 10:00 om
sitc Locotion, O4o( o(ivens ?''endL ( u:Mr" #Yaan at/r,
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Section / Township / Ronge: (oftionnl)
Reguestcd Action:
Item Advertised?
Stoff Plonncr:
{ approrol tr Deniol
tr Yes ffyes,when?
rtAork Beon
Kit Lyon
Rondy Russell
Greg Butler
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chitecture
26htty200l
Cathi Edinger
Crarfield Courfiy Building & Plauting
109 86 Street, Suit€ 303
Gle'nwood Springs, Colorado, I 160l
Dear Caf,hi,
Please ffi emlosed five copies of an application on behafof kslie d Jerry Beimteitl
who are requesting aplilaurcndnent for a building envelope relocation of lot A-7 ofthe
Penninsula rrighborhood at Aspen Glen
Please find e,nclod in each cop)f,
Letter of representation (Exhibit A)
PIat Am€ndm€nt application (Exhibit B)
Asp€n Glen Design Review Board Approval (Exhibit C)
Soils Report (Exfiibit D)
&-lD, x 11- site plan with proposed house and buildhg envelope relocation
(ExhibitE)
Arended Plat showing erdsting ad proposed building envelopes.@xbfrit F)
Copy ofDeed ofoumerslqip @xttibit G)
Property owners within 200' of parcel (Exttibit II)
Ifttrere is anything else you requirg please cartac/..nrc' @920-4956
l.
2.
3.
4.
5.
6.
7.
8.
KeithHowie- Partnsr
314 suite c, abc aspen, colorado 81011 tel. 970 . 920 . 4956 fax. 970 .544.8211
UHIETT A
S+Iil
architecture
27 Aprn 2001
Garfield County Building & Planning
109 8e Street, Suite 303
Glenwood Springs, Colorado, 8 160l
Dear Sir or lvladam:
This letter giles approval to Seedorf + Howie partnership LLP. aod their representatives
to represent us in all necessary regulatory actions for the purpose of obtaining a plat
afiEndment on our lot A-5 at Aspen Glen.
Sincerely,
Leslie Beinstein
314 suite c, abc aspen, colorado 81611 tel. 970.920.4956 fax. 970 .544.8211
r?(FlrPlT b
S+[I
chitecture
26 Juty 2001
Cathipdinger
Garfield County Building & Plaming
109 86 Street, Suite 303
Glenwood Springs, Colorado, 81601
Dear Cathi,
The following is an application on behalf of Leslie and lerry Beinstein, who are
requesting a plat amendrrent for a building envelope relocation of lot A-7 of the
Penninsula neigbborbood at Aspen Glen
I have enclosed a leffer of representation.(see exhibit A)
The property address is 0404 Rivers Bend, Carbondale, Colorado, 81623. The legal
description of tle property is Lot A7, Aspen Glen Filing No.l according to the plat
thereofrecorded April 6,1995 as recgptionNo. 476330 inthe county of Crarfiel4 state of
Colorado. The property owners are: Leslie & Jerry BeinsteirU 262 CentralPark West,
Apt. 6B, New York, N.Y. 10024.
6.0 AMENDED ANID CORRECTED PLATS - as authorized by C.R.S. section 30-
28-133(a)
6.10 lhis request for amendrnent does not increase tlre number of zuMivision lots or
dwelling units, or result in a rnajor relocation of a road or add a new road. Please
see narative below. Lot A-7 cr.rrently has an approved building envelope line.
(see Exhibit F)
A Copy ofDeed of ownership (see Exttibit G)
B. . Flease see list of landowners within 200' of lot A-7 (Exhibit II)
C. Please see soils report with statement ofno geologcalhazads within new
building envelope (Exltibit D)
D. Aspen Glen has provided water and sewer to site. An approved fire plan will be
reviewed with Garfield county Fire Marshall at time ofBuilding permit
application
E. SeeDabove
F. We would like to amend the current building envelope to rotate the house towards
Sopris mountain and to move the house rnore north away from a current grove of
maflre Cottonwood trees on the south ofthe property that we would like to
preserve. We are requesting an eight-foot (8') building envelope relocation on the
northeast building envelope line. This change would reduce the distance from
property line to building envelope line from +'47'-T'to 39'"1". We are also
requesting four-foot (4') building envelope relocation on the northwest building
envelope line changing the distance from +- 4l'-10'to 37'-10'. These distances
314 suite c, abc aspen, colorado 81611 tel. 970. 920.4956 tax. 97O.544.8211
ile greater than the minimum standard setback requirements for the property (35')
The lot size is +- 1.126 acre; this designates the property a,/n acre site per the
Aspen Glen Covenants. This minimum setback per Aspen Glen Covenants from
prop€rty line to building envelope for these lots is thirty-five feet (35'). Please see
existing and proposed site plans (Exhibit E & F)
G. I have enctosra a btter from the Aspen Glen Homeowners Santing approval
(Exhibit C)
Criteria:
A. Garfield county veningrequiremants have been met: Aspen Glen is a PIJD and is
governed by the PUD regulations. The lot size is +- 1.126 acre; this designates
itre p-p"rty ar/n acre site perthe Aspen Glen Covenants. This minimum setback
per Aspen Glen Covenants fromproperty line to building envelope for these lots
is thirty-five feet
B. This lot will have legal access to a public right of way: River's Bend Drive. No
easements ar€ blng changed.
C. Aspen Glenhas provided water and sewer service to the site
D. Allstate and local environanental health requirements will be satisfied inthe
building permit zubmissionto Garfield County.
E. Road and storm drainage measures will be included in the building permit :
strbmission to Garfield CountY.
F. Fire protection will be determined by Garfield county Fire rnarslral before
building permit submission.
G. No easements otlrer tlran what are on the existing knprovemelrt survey need to be
obtaind
H. School fees will be paid by owner.
6.20 An arrended plat has been prepared per Section 5.22 requirements. Please see
. Exhibit G. Afinal arended plat will be prepared, wet stamped, and recorded
when final wording has been determined by Garfield County and submitted.
OxAlatT a
THE HOMEOWNERS ASSOCIATION
AT ASPEN GLEN
9929 Highway 82
Carbondale, Colorado 81623
Telephone (970)963-4536
Facsimile (970)963-4537
l.
2.
27 Apil2001
Cathy Edinger
Garfield County Building & Planning
109 8th Sffeet, Suite 303
Glenwood Springs, Colorado, 81601
Dear Cathy,
This letter is on behalf of Leslie and Jerry Beinstein, who are requesting aplat
amendment of lot A-7 of the Penninsula neighborhood at Aspen Glen.
The lot particulars are:
The property address is 0404 Rivers Bend, Carbondale, Colorado, 81623
The owners are:Leslie & Jerry Beinstein
262CentalPark West, Apt. 68
New York, N.Y. 10024
The legal description of the property is Lot A7, Aspen Glen Filing No.l according
to the plat thereof recorded April 6,1995 as reception No. 476330 in the county of
Garfield, state of Colorado
The lot size is +- 1.126 acre; this designates the property a3/4 acre site per the
Aspen Glen covenants. This minimum setback per Aspen Glen Covenants from
property line to building envelope for these lots is thirty-five feet (35').
The Beinstein's are represented by Keith Howie of Seedorf + Howie Parfirership,
LLP.
The applicant has requested an eight-foot (8') building envelope relocation on the
northeast building envelope line changing the distance from +- 47'-7- to 39'-7". The
applicant has also requested a four-foot (4') building envelope relocation on the
northwest building envelope line changing the distance from +- 4 I ' - I 0" to i7' -10" .
These distances are greater than the minimum standard setback requirements for the
property (35')
Based on the information presented, the Design Review Board at Aspen GIen grants
approval for these building envelope relocations.
Please call if there are questions or comments.
Sincerelv.
M,N*''u'c
Aspen Glen Design Review Board
3.
4.
5.
tuL-?5-ru\. LOtW H-P EEOTECH P.A2/t5El't+lblT P
flepworth-Irrwlek Geolechnical, Inc.
5020 (lountv Roud l5tl
Glcnwood Sprints, Colorado El60l
Phonc: fill-l)45-7}E8
Fax: 970.945-$454
hpgco@bpgeotech.com
SI,]BSOIL STIJDY
FON, AOUITTDATION ITESIGN
PROP(XIED RESIDENCE
tfit L-7, ASPEN GLEN
GAruIEI,D COT'NTY, COTORAIX}
JOB NO. r0r 4!il
JLILY ?A,mtn
PNEPARED FOK
LESLIE AIID JERRY BEINSTBIN
262 CDNTRAL PARK WEST
NEWYORK, NEWYOnK tm,?A-
TUL-Z6-ML H-P EEOTECH
HF,PWORTH . PAWLAI( GEOTECIAilCAL, INC.
luly 24,2x01
Leslie and Jerry Beinstein
262 Cenral ParklYest
New York, New iorr LCff24 Job No. l0l 458
Subjcct:Report Trausmittal, Subsoil Snrdy for foumation DesiSE, hoposod
Rcsidrc, Lot A-7, Aspen GIen, Garficld County, Colorarlo.
Ilcar Mr. and Mrs. Beinstein:
As requcstcd, we have coducted a nrbsoil sudy for rhe proposed rosidence at the
sublrr sir.
Subsurface onditions crcountcrd in the exploraory borings atrilld in the proPoscd
building rca cousist of about th foot of topcoil ard2U2 feet of silty sand with sc$tered
gravel overtyi4g medium dcnse, slig[tty silty to silty sady gravel with cobbles atd
boutders to tbc driled deghs of 13 to 32f9. Groundwater was encormcrcd in the
borhgs at dep&s of 5 to 5h tcrlr.
Ttre proposert residwc can be fourff oa qpread fuotiogs placcd on the sady gravel
sgbsoils and desigd fur an allowable bearing ptressurc of 2,500 psf. There arre rf,)
geologic onalitions that would prohibit enlargemcnt of the building envelope further to
thc uorttr as proposed
The rcport which follow dcsmibes our exploratisa, 3ummadzts oss f1aflin8s, tld
pres€ns our rpcornmendations. It is inportant 'hrt we provide consulation dumg
design, and field services during construction to review and monitor the implcmenution
of the geoechnical reomrmendations.
Ifyou have ary quostions regarding this report, pleasc contact us-
Sincerely,
HEPWORTH . PAWI,AK GEOTECHMCAL, INC.
wL-?6-m1. to.u H-P GEOTECH P.O4/t5
TABLE OT CONTENTS
PI.'RPOSEANDSCOPEOFSTI.'DY .......I
PROPOSEDCONSTRUCTION ...... T
SITECONDmONS ..'... ...2
GEOLOGICCONDITIONS ...2
FIEI.DHPIORATION ...,. 3
SIJBSI.]RFACECONDTTIONS .... . . 3
DESIGNRECOMMENDATIONS ....4
R)UIIDATIONS... ,,.4
FIJOORSLABS ..... ...... 5
CMWIJPACE ......5
SURFACEDMINAGE ...... 6
UMITATIONS., .....6
REFERENCES.. ,,...7
HGI.'RE 1 .IOCATION OF HPLOR.ATORY BORINGS
FIGT,RE 2. I.IX}S OF EPLORATORY BORINGS
FIGT'RE 3 .ITGEI{D AND NOTES
FIGURE 4. GRADATION TEST RESULTS
H.P GEoTECH
JUL-?6-ruL tA|@4 H-P GEOTECH
PI.IRFOSE AIrID SCOPE O['STtlDY
- This rtpott presfits thc results of a subsoil sardy for a proposcd rcsidcncc to be
located ou Lot A-7, Aspen Glen, Garlield Couuty, Colorado. Theproject site is showl
on Fig. 1. The pu{pose of the surdy was to develop nriornrnedatious for the fonudation
design. The study was conducted in rccordance with our agreercnt fur geotechnicd
euginoering scrvices to Leslie ad Jerry Beinstein dated June 12,zml, ChenNorthern,
Inc., prwiotsly oonfucted gootechnical cuginoeriag strdies for tbe developrent and
presented tkir findings in reports datcd Decernber 20, l9Dl and May 28, 1998, Job No.
4 tt292.
A field eqlloratioa progn n corcisting of exploratory bqlrys was oooducod to
obain infmmrtion on subsurf coditions, Saryles of the subsoils obuid &ring the
frcld exploration werc testod ia &e laboratory to determirc their classilication and other
cuginccring charaueristics. The resuls of the field exploratiou and laboratory B$ing
werc analyrcdto develop recmmeudations for foirndation t)?es, depths and allowable
prcsstues for thc proposcd buildiug foudation. This rcport sumnarizcs the data
obtafured during this study and preseus our conclusions, dcsign rccomrucudatbus aud
otber geotechnical engiwing consideratiors based on tte proposed construction aod the
subsoil couditions coeountclad.
PROF(XIBD CONSTRUC"TION
The prrysod resideoce will be a t$yo story, wood frarre structure with m
anached garqge. Grorud floor will be strucnual over a crawlspace for the rcsidere and
slabon-grade in the garage. Grding for the strusturc is assutrEd to bc relativcly minor
with ant depths of about 2 to 3 ftet. We assumo relatively light foundation loadings,
$?icat of rh propmed D,pe of corstrucdon. Enlargcmt ofrhe building envelope
clossr to Rivcr's Bd on thc north is desired for constnrction of Se resilence.
If building loadings, location or grading plans change significantly fromthose
described above, we should be notified to re€valuafc the recommendatious @ntaincd iD
this repon.
H.P GGoTECH
tuL-?6-ML Le.As H-P GEOTECH
slltE coNDmroNs
The sile wi$ vacail at tbc titrE of our field work. The grourd mrface is
relatively flat. There is a gentle slope down to the soufuast, ard the Roaring Fork River
borders the sortheast sidc of the lot. There is trp lo about 2 feet of elevadon diff€rerce
asross thc pro@ building area. Some fill could bo located on the lot from overlot
grading as pen of the subdivisbn devdopmeu. Vegetation cousists of ryarse grass aod
weeds.
GEOLOGIC CONIDITIONS
Bdrock of the Pennsylvmian age Ea$e Valley EYryuite uderlies thc Aspcn
Glen Developmenr. These rocks are a sequerae of gpsifercus *ale, firle.graind
sardstotrc/siltstooe and liruestone with somc massive beds of gypsum. There is a
possibilrty that massive gypsum deposits associated with the Eagle Valtey Evaporite
undcrlic portions of te lot. Dissolrrdon of the g)?cum under ccrtain conditions can
cause sinttoles to develop and cen produce areas of localized subsiderce. During
prwiorrs work in the arsa, severd broad nrbsidcnce areas and snrallcr size shlfiole areas
were obscrved scattered ttuoughout the Aqpen GIen Development (Chen-Northern, Iac.
1991 and 19931, Thesc sinlfioles ryerr gimilar to others associaed with es Eagle
Valley Evaporite in arear of ec Rouing Fork Valley.
The lot is not locatcd withina broad srbgidencc arca and existing sinkholes werc
mt observed in th immediate area of thc subject lot. No evidcnce of cavities was
eucouutered in &e subsurfrce materials; bwevetr, th exploratory borings *ere
rrlatively shaltow, for forndation desigp only. Barcd otr our present knowledge of fre
subsurftc€ conditions at the site, it caonot be said for cerain that sinkholes will oot
dcvclop. Thc risk of ftrnrre grcund subsidence on I"ot A-7 tluoughout the servlce life of
&c proposed rpsidere, in qu opinion, is low; howwer, tle owacr shoild be made
aware of &e potential for sinhole develryrmt. If furtb€r investigation of possible
cavities in tlre bedrock below &e site is desired, wc should be aontacted.
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H.P GEoTECH
JUL-26-mL t1.ffi H-P GEOTECH P.D7/75
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Bascd on our srudy, there are no geologic conditions that would prohibit
eularging the building envelope as showo ou Fig. 1.
TIELD ETTLORATION
The frcH explorcion for the project was sotrducted on luly 2, 2001- Two
orploratory borings wore drilled at the locations shown on Fig. I to evaluate the
subsurhcE couditims. The borings werc advancod with 4 indr diamter contimrxx
fligbt augen powerod by a trucf*munted InAgyear BK-SIHD drill rig. The borings
were logged by a representativc of Hepworth-Pavlak Geotechnical, Im. Shncd PVC
prpe was istaltcd inBoring I to measure groundwatcr level. Due to shallow caving,
pryr war nct plrccd in Bodog 2.
SaryhE of tbc srbsoils were taken wit[ lVe ad 2-itrch I.D. spoon sanBlers.
The smplcrs were drivcu into the subsoils at various dcpths with blows frorr a 140
pourd harmrcr faling 30 inches. 'itris tcst is similar to thc standard perctration tcst
descdb€d by ASTM Metrod D-1586. Ik pcrutration rcsistatrcc tratues are an ldicatim
of the relative dcosity or coasistency of the subsoils. Dcpths at which &c sarylc were
ukeu and the pc,[gratios rcsistance values are shovn on thc Logs of Exploratory
Borhgs, F E. 2. The smples were returned to our laboratory for review by tte Proiect
eryioeer md tating.
SUB$JNTACE COI\DITIONS
GnSic togs of the uboufioc coditions encountcred at 6c sire are shrva on
F,g. 2. The subsoils onsist of about % foot of topsoil tfi?ll &et of lmse to diun
dcnse silty sand with scarererl gravcl overlyiug med[rm dense, slightly silty to silty
sady gravcl with cobbles ard bqrlders to the drillcd dcpths of 13 to 32 feet. Sbdc
formaim rock apearod to heve beeo cncorrtcrcd uca tlre bono'nr of Boring 2. Drilling
in thc oorrse graorrtar soils rt Boring 1 witb augcr oquipmnt was diffiqrlt due to &e
cobbles and boulders and drilliog refusal was encounrcred in the deposit. Sempling
below 15 ftet in Boring 2 could not be done due to caviug of the boring.
H-P GEoTEGH
JUL-26-W1 1A:85 H-P DEOTECH
t-
Laboratory testing performed oa samples obtained from the borings consistod of
gradatiou aualyses. Results of gradation analyses performed on srnall diameter drive
samples (uinus l}t iach ftaction) of &e Bamral coarse granular soils are shown on
Fig. a.
Free wfier was encou[tered in the boriqgs at a deptl of about 5 to 5l\ foet. The
upper subsoils were sligNy moist to moist.
DESIIGN RECOMMEhIDATIONS
FOI,'NDATIONS
Considering the subsoil corditirms encountered in the explorarory boriqge and thc
nature of rbe propooad construction, we recomed the buildiag be foundod with spread
S*iugp beuing oa the mfirral cosrce gnrulu subsoils. The excavuion should be kept
rclarivcly shrllow to rcdrrce ttc porcutiat for mn*ruction below the groundwater levcl.
The design ad constnrctiou critEria presented below should be obscrvd for a
sprcad fuoting foudation systcrtr.
l) Footings placed on the nahral coanrc grauular subsoils shorld be dcsigrcd
for an atlowable soil bearing prcsurc of 2,500 psf. Based on experience,
we €Drpcct settlement of footings desigued and constructed as disanssed iu
6is section wilt bc about I inch or less and essentialty ocsur dudtrg
construction.
2) The footings shonld have a ninimum width of 16 inchcs for contimrous
wrlls uld 2 fcet for isolatod peds.
3) Exrcrior bofugs ad footings bcoeath unhcatcd areas shold be prwidcd
wi& adcquate soil cover aborrc their beariag elevatiou fur fiosl Protoction.
Placsrnent of foundations at lcast 36 iachcs below efierior gmde is
typicalty wod itr this arca.
4) Couinuous foudationwalls should be rcinfured top aDd bdbm m spa!
local aronatics nrch as by assuming an unsrrpported lcoglh of at lcast
12 fuEt. Fonndation walls acting as rctaining srucnres should atso be
P.AB/L5
}I-P GEOTECH
JUL-26-ML H-P GEOTECH
-5-
desigaed to a lateral earth pressure corresponding to an equivalcut fluitl
ulit woight of 45 pcf for the on-site soils as backfiIl. excluding vegetadon,
topsoil and oversized roct.
Tb topsoil and any loosc or dismrbcd soils should bc rcmoved am tne
footing bearlng level extended down to the undisturbed natural soils.
Voids created by boulder rernoval should be backfrlled with corrpacrcd
saud ad gravel or with corcrete. If rvater seepage is emucerd, thc
footitrg arcas shuld be dewatered before concrcle plaemcnt.
A rcpreseueative of the gmrcchnical engineor should observe ell footiqg
cxcavationg prior to concrete placeurent to evaluate bearing conditions.
FIJOOR SI.ABS
The latural on"site soils, exclusive of opsoil, are suitable to support lig[tly
loaded slab-on-grade construction. To reduce the effects of some differential mvemem,
floor slabs shorrld bc separatad from all bearing walls and columns with expausion joinr
which allow unrestrainod vertical movcurctrt. Floor slab comol joints should be usod to
rrduce danrage due to shrinkage cacking. Thc rcquircrrcs for joint sping ad slab
rcinforccocnt should be established by the designer based on experience and the intcndd
slab rse. A minimrrm 4 inch layer of freedraiuhg gravel shorild be pleced beneutt
baserneu lerrcl slabs to hcilitarc drainage. This rnaterial shoild onsist of mims 2 inch
aggregatc with at least 50% retaind oo &e No. 4 sieve and loss than 296 passiug te
No. 200 sieve.
All fill materials for support of floor slabs should be compactcd to at least 95% of
maximrnn snndard Proctor dcrsity at a moisnxe coffint aear optimum. Required ffIl
clrn consiot of the ou-sitc soils devokl of vegetation, topsoil ad oversized rock.
CRAWLSPACE
Tk crawlspace grde should be kept et least 2 ftet above the high groundwater
tevel. The crawlspace arca should be wcll ventcd. A pcrimc,tcr urdcrdnin should Dot bc
nccdcd provided the crawlspace is shallow ad the perirneter backfilt is welt coupactcd
afi har a posidve slope auay from thc buildiug.
5)
6)
H.P GEoTECH
JUL-26-2W| LB1O6 H-P DEOTECH
SURFACE DRAINAGE
The following drainagc precautions should be observed during comtnrctiou and
maintaiud at alt times after the residence has been cornpleted:
Inurdatiou of the foundation excavations aul uulerslab areas should bc
avoided during coustrucdon
Exrerior backfill should be adjusted to near opdmum moisnrre aad
compactod to at least 95% of tlre maximum standard hoctor density in
pavement and slab areas and to at least 90% of the maxinum standad
Proctor deasrty in landscape areas.
The ground surfrce surrouuding the enerior of the building shmld be
oloped to drain away from the foudation in all directiotu. SIe
recorrmcnd a minimum slope of 6 incfus in the first l0 fea iu unpaved
areas arrd a minirnum slope of 3 inches in the first 10 foct iE pavd arees.
Roof downspouts and drains should discharge well beyoud the limits of all
backftlt.
LIITtrTATIONS
This sardy has bcen con&rcted ln accordance witt gcnerally accepted gotechnical
cnginming principles and prrctices in this arca at this timc. Wc make m warraffy
eithcr expressed or implied. The conclusious and rccommedations submittcd in this
rtport aro barcd rryon the data obained ftom the exploratory borings drilled at rhe
locarions iDdicatsd on Fig. l, ftc prqiosorl t1pe of construction and or experience in Oe
area. Our findiqgs inctude interpolatfrm ad exuapolation of the subsurface coaditious
identificd at the exploratory borings ad rrariatlons in the subsurface conditions may uot
becorne evideutuntil excavation is pcrformcd. If corditioas encountcred duing
constructioa rypear differeil from those described ir this r€Ixlrt, we should be mtifted
so &at reevduationof the recomnendations Inay be made.
This rcport has been prcpared fur the exclusive use by our client hr design
purposes. We are trot rc$poasible ftr technical interpretatioos by otters of our
infonnarioo. As th project evolvcs, we shoukl povidc continued consulutioa and ficld
services durilg eonstnrCtiou to rwiew aul monitor Oe implcmentation of our
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1)
2)
3)
4',)
H-P Georecx
JUL-?5-2W1. LAt6 H-P GEOTECH
-7-
rccommendations, and to verify thu the rccomnendations have been appropriately
Siguificam desrga changes may require additional analysis or modifications
to the recommetrdetiotrs presentd hereir. We reconrmend on-site observation of
excavations and foundation bering strata ad tcting of structural fitl by a represenEtive
of ilrc geoEchnical engineer.
Sincerely,
TIEPNIORTH - PAWLAT
Jordy Z. Adaoson,
Reviewed by:
WJ
Srrren L. Pawlak, P.E.
tZNdie
cc: ScedorflIfowie Paroership - Attn: Keith llowic
REFERF.I{CES
Chm-Nortberu, Irc., 1991, Prelimirury Mtechdal f.nginefing gudy, Proposed
Aspen Glen Dcvvlqrmnr, Ga$eW &uW, @lorofu, prcparcd fur Aspcn Glcn
Courpany, datrd December 20, 1991, Job No. 4 11292.
Clen-Northerr" Inc., 1993, @ednicvl Engircering Wy for Prelinirury Plat
Dcsign, Aspctt Glcn Mlopntc,n4 @$eA CutW, @brdo, preprred fur
Aspcn Glcn Company, datod Itday 2E, 1993, Job No. 4 nzn.
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NOIB ITEMS I-3 OF fiTE STA}IDARD ErcEPflONSARE HEREBY DELE:TED.
TIPC}N II{EAPPROVAL OF TTIE ANMPANY AT.ID IIIE RECEPT OF A T.trOTAREED FIML TIENAFIDAVIT, ITEM NO. 4 OF TITE STANDARD EXCffiONS tr&T BEAMETIDED ASFOlrours:
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OLD REPI'BUC I{A?IO},[AL TTII,E tr{SI'BAhIG @MPA}TY SIIALL IIAVE NO TJAHUTY FORAlrY trBNs AnISINO FROM WORK OR I{ATERIAL nmu*mo AT TIIE REQrrBsr oF JERRyBEIIiIIIEIN AI{D IXSLIE BEINSIEIN.
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E. NESOII'UON M}. 91.139 RMRDED DECEI'BER 13, 1994 N DOOK 925 AT PA@3l,5-
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H. RBSUIIION NO. 96{' NBMRDED FEBRUARY 9, 1996 IN rcOK 966 AT PAGE 6&,.
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Noe: Affmetivc du{c's tlnpcaionfor rhc Orracr my bc availeb(gpfoally by ddaioa
of BmOdoa m. { of ffilo B, &afun 2 of rb ftmiumsa fron &r O$ar's Aols}, to bcism{ qonco@iree witL tu ftOmieg codit'ol*
A. lts lan &sdtcd in S.ffi A of 6b oomim w be a singh frEity resirhrcc wtich
irhdos a murbuiairn q or& urit-
B. No hbuor ruLbDmDcco fuaiSdby rees 6 nacrid-mrn farprpos of
coctmcti,DoD fu E dccsibcrf tn ffic A of rLir Oomft"re''t wieh fuft 6 moa&s-
C. TLB Cory.G:r G reiw rnqryhratrdrvit h&unSing tu Aoryry rgdDsr@fitGdre&rub'sdrmblmliEpos.
D. Tic e"f+of ast Gccira pqd of ttc 4ptopirla prwd@.
B- If fu" [rs ba offiliou] iryovwqam q mjornOah rrrle+rrtrn 9n fu pqcrty o
bc prN sfih tft d pdor b &c D* of fu Cmim, thc reqrim o obtain
coYcertp furucoor&d h wiilI iffit: dslour of ccnain oonsruim iafmnrioa;fip*ll i6l6q6[p a to t[o sdlcr, &e tddcr aDd c &c oomaor; p.yes of tLe
rypryd& prcdm flly ccmit In t iliill Agrrtotots Enrsa"tqry t0' thc coqrqr, uryt,
ary rilfititml m$ircm rs uyDcmry aftcraocaniaaimof ticaftlteri<t
bfrrmionby &s (hryoy-
No ottmgc witr bc givca dr q, cerrc for hbc or muiel for urhic,L rbc imta
hns cmrrcal br or grxd b pey.
Notrlg lEEiaomafuit urill bc dcrood o ortrtgc rtc cquy o povik uy of the
covargcs n&ntd o &rciaralcss tb Sovs Mtiom arc fr[y sadificd.
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