HomeMy WebLinkAboutEleni Zneimer Lot 5 pages 101-150 LEGALTOWN OF VAIL
El
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Application
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign -offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control /staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
Building Permit ".
NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re- application each November 15th does not
mean an automatic renewal.
above.
D to igned
TOWN OF VAI,
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
Copies of complete text are available upon request)
CODE 5 -2 -10: DEPOSITS ON PUBLIC WAYS PROHIBITED
Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1 -4 -1 of this code.
Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1 -4 -1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7 -3A -1 AND 7 -3A -3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) § 1)
Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42 -4 -1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1)
1 have read and will comply with the abi
Position or Relations ip to roject:
Date Signed:
F:/everyone /fours /bld erm7
w
TOWN OF VAIL
DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479 -2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by:
Project Name: If
Date Signed:
F: /everyone /forms /bldperm6
Prin
0
TOWN OF VAIL
Project Name: Brandt Residence
Project Description:
Participants:
New single family with EHU and 3 -car garage
DRB Number: DRB030181
OWNER Scott & Claudine Brandt 05/28/2003 Phone: 303 - 864 -9016
1200 N Lafayette St
Denver, CO
80218
License:
APPLICANT Cottle Graybeal Yaw Architec05 /28/2003 Phone: 748 -1516
Ann Darby
POB 6337
Avon, CO 81620
License:
Project Address: 1722 BUFFEHR CREEK RD VAIL Location:
1722 Buffehr Creek Road
Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer
Parcel Number: 210312210006
Comments: See Conditions
Motion By: Margaret Rogers
Second By: David Viele
Vote: 4 -0
Conditions:
Action: APPROVED
Date of Approval: 06/18/2003
Cond: 8
PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and /or the appropriate review committee(s).
Cond: 0
PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005956
The applicant shall make revisions to the plans which show combination retaining
walls with a minimum four foot seperation between walls as required by Town Code.
Cond: CON0005957
The applicant shall submit engineer stamped drawings for all retaining walls over
four feet in height with the building permit application.
Cond: CON0005958
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
BOARD /STAFF ACTION
The applicant snall obtain proper approval to locate landscaping improvements in the
designated utility easement at the time of building permit submittal.
Cond: C0N0005959
The applicant shall file the appropriate papaer work to establish a deed restricted
EHU on the property when submitting for a building permit.
Cond: CON0005960
The applicant or a representative shall file a revised plat which depicts the
revised platted building envelope which must be reviewed by staff and recorded prior
to the issuance of a Temporary Certificate of Occupancy.
Cond: CON0005961
That the amended building envelope is approved for this design only and will revert
back to the previous 60'X90' platted envelope in the event this project is not
constructed or there is a design change.
Planner: Warren Campbell DRB Fee Paid: $650.00
r
TOWN 0FVAIL
Project Name: Brandt Residence
Project Description:
Participants:
New single family with EHU and 3 -car garage
DRB Number: DRB030181
OWNER Scott & Claudine Brandt 05/28/2003 Phone: 303 - 864 -9016
1200 N Lafayette St
Denver, CO
80218
License:
APPLICANT Cottle Graybeal Yaw Architec05 /28/2003 Phone: 748 -1516
Ann Darby
POB 6337
Avon, CO 81620
License:
Project Address: 1722 BUFFEHR CREEK RD VAIL Location:
1722 Buffehr Creek Road
Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer
Parcel Number: 210312210006
Comments: See Conditions
Motion By: Margaret Rogers
Second By: David Viele
Vote: 4 -0
Conditions:
Action: APPROVED
Date of Approval: 06/18/2003
Cond: 8
PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and /or the appropriate review committee(s).
Cond: 0
PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005956
The applicant shall make revisions to the plans which show combination retaining
walls with a minimum four foot seperation between walls as required by Town Code,
Cond: CON0005957
The applicant shall submit engineer stamped drawings for all retaining walls over
four feet in height with the building permit application.
Cond: CON0005958
11
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
BOARD /STAFF ACTION
The applicant snall obtain proper approval to locate landscaping improvements in the
designated utility easement at the time of building permit submittal.
Cond: C0N0005959
The applicant shall file the appropriate papaer work to establish a deed restricted
EHU on the property when submitting for a building permit.
Cond: CON0005960
The applicant or a representative shall file a revised plat which depicts the
revised platted building envelope which must be reviewed by staff and recorded prior
to the issuance of a Temporary Certificate of Occupancy.
Cond: CON0005961
That the amended building envelope is approved for this design only and will revert
back to the previous 60'X90' platted envelope in the event this project is not
constructed or there is a design change.
Planner: Warren Campbell DRB Fee Paid: $650.00
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970 - 479 -2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P /S,DUP) PERMIT Permit #: B03 -0209
Job Address: 1701 BUFFEHR CREEK RD VAIL Status ...: ISSUED
Location.....: 1701 Bueffer Creek Rd Applied ..
Parcel No...: 210312215005 Issued. .: 09/22/2003
Project No 3 _ () L Expires . .: 09/08/2004
OWNER Brandt Scott A. & Claudine S08/07/2003 Phone:
1200 Lafayette St
Denver Co
80218
License:
APPLICANT INTEGRATED RESOURCES LLC 08/07/2003 Phone: 970 -827 -5634
PO BOX 639
MINTURN CO
81645
License: 197 -A
CONTRACTOR George Shaeffer Construction03 /22/2004 Phone:
License:
Desciption: New Single Family Rsidence with EHU
Occupancy Type Factor Sq Feet Valuation
Totals... 4,437 $2,236,460.00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 2,236,460.00
Fireplace Information: Restricted: y # of Gas Appliances: 0 of Gas Logs: 2 # of Wood Pallet: 0
FEE SUMMARY ########*#################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ##
Building ------ > $10,123.80 Restuarant Plan Review - ->0.00 Total Calculated Fees - - - - -> $18,038.37PlanCheck - - -> DRB Fee-------------- - - - - ->0.00 Additional Fees ------------ > $0.00Investigation -> $0.00 Recreation Fee ------------ >1,331.10 Total Permit Fee------ - - - - -> $18,038.37WillCall - - - - -> $3.00 Clean-upp eposit---- - -- -->0.00 Payments-- ------------ - - - - -> $18,038.37
TOTAL FEES ------------- >18,038.37 BALANCE DUE --------- > $0.00
Approvals:
Item: 05100 BUILDING DEPARTMENT
09/12/2003 gcd Action: AP
Item: 05400 PLANNING DEPARTMENT
09/05/2003 Warren Action: AP
09/22/2004 Warren Action: AP Approved retaining wall revisions on south
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
09/12/2003 is Action: AP
Item: 05550 ENGINEERING
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN AOLNCE BY
0
AT O 1RQFX4C FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER OR)CONTRACTOI -FBR HIMSELF AND OWNER
0 .
PAGE 2
CONDITIONS OF APPROVAL
Permit #: B03 -0209 as of 10 -28 -2004 Status: ISSUED
Permit Type: NEW (SFR,P /S,DUP) PERMIT Applied:Applicant: INTEGRATED RESOURCES LLC Issued: 09/22/2003
Job Address: 1701 BUFFEHR CREEK RD VAIL
Location: 1701 Bueffer Creek Rd
Parcel No: 210312215005
CONDITIONS
Cond: 33
PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 11
PLAN): NO CRAWL SPACES SHALL HAVE A HEAD HEIGHT GREATER THAN 5 FEET AS
MEASURED FROM THE SURFACE OF THE EARTH TO THE UNDERSIDE OF THE STRUCTURAL FLOOR
MEMBERS OF THE FLOOR/CEILING ASSEMBLY ABOVE.
Cond: 2
PLAN): Maximum retaining wall height shall not exceed 3 feet in the front
setback or 6 feet elsewhere on the property. DRB approval is required for all
walls.
Cond: 5
PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION,
AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT
OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY -EIGHT HOURS IN ADVANCE OF THE
REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON
THE ILC.
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Building Permit #: C)3— D2cX1
970- 479 - 2149 (Inspections)
OF VA4ILJ
75 S. Frontag e Rd.
REVISION TO TOWN OF VAIL BUILDING PERMIT_
Separate Permits are required for electrical, plumbing, mechanical, etc.!75 S. Frontag
Vail, Colorado 81657
CONTRACTOR INFORMATION
IGeneral Contractor:
II Town of Vail Reg. No -: Contact and Zhon74's: J29 - B 045 StoStd
I ATTENTION: JR, CHARLIE, GREG, DOTS
11 Contractor Signature:
COMPLETE REVISIONS FVAI I IATInAIC Gno 01111 nIKlf% 17Cr'1KM1 - r 11 _ ..
REVISED AMOUNT: $ R SIDNI ELECTRICAL: $ I
1.1GtG11Q1J
OTHER: $ I
PLUMBING: $ I MECHANICAL: $ I REVISE TOTAL: $ II
For Parcel # Contact Fana'a rn,1.,fi„ a r,u:...
Parcel #
r.a1a vv vvvY.GCxI. JC GVUJtI .GO(T7
II 2 1 3I221 p5'
Job Name:Job Address:
Legal Description I Lot S II Bloc — II Filing — II Subdivision: G L el// Z NL MF2
Owners aI11
ocolf rCwlAlr (Z'n °lT I Address:I?vo L,9,rE STrc '
Divv2 CD 8 OLii3 I Phone:
Architec eds nner:
f L /Ary I Address:x 52`I tT II Phone:Sl 970 - 9z7 — ?ZEngineer: II Address:I Phone: IIFORREVISIONS:IREASONKUiSihG o_ 6 P*LlAf (_, ic>grl Du 'rC) -t—,0I 5
IWork Class: New Q() Addition( ) Remodel(Repair( ) Demo ( ) Other ( ) IIWorkType. Interior ( ) Exterior (X) Both( )II Does an EHU exist at this location: Yes () No( )
IType of Bldg.: Single- family (o Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other ( )
INo. of Existing Dwelling Units in this building: 2 II No- of Accommodation Units in this building: IIINo /Type of Fireplaces Existing: Gas Appliances (Gas Logs ( ) Wood /Pellet ( ) Wood Burnin ( ) III , No /Type of Fireplaces Proposed: Gas Appliances (Gas Logs (z) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) IIDoesaFlreAlarmExist. Yes (r No( )II Does a Fire Sprinkler System Exist: Yes () No( ) II
OFFICE USE
Other Fees Type of Co Acc eeted_yFees: Occupancy Group: Planner Sign -off:
DR
Public Way Permit Fee: Date Received:
Vail\ data \cdev \FORMS \PERMITS \Revised Bldg permit.doc RECD S E P 2 _ 2004
03/13/2003
SEP.14.2004 4:49PM
TOWN FV
Design Review Board
ACTION FORM
Deparhnent cf Community DevekWent
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479,2139 fax: 970.4791452
web: www.d.vail.00 us
fill. juu r. C'
Project Name: BRANDT RESIDENCE CHANGE TO APPROVED ORB Number: DRB040390
Project Description:
ENGINEERING OF LANDSCAPE BOULDER RETAINING WALL AND WALLS GREATER THAN 4'.
rEMOVAL OF ALL IMPROVEMENTS ON LOT 4.
Participants:
OWNER Scott & Caudine Brandt 08/09 /2004 Phone: 303 - 8649016
1200 N Lafayette St
Deriver, CO
80218
License:
APPLICANT Cottle Graybeal Yaw Architec08/09 /2004 Phone: 748 -1516
Ann Darby
POB 6337
Avon, CO 81620
License:
Project Address: 1722 BUFFEHR CREEK RD VAIL Location:
1722 Buffehr Creek Road
Legal Description: Lot: 5 Block: Subdivision: Elenl Znelmer
Parcel Number. 210312210006
comments: SEE CONDITIONS
BOARD /STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
vote: Date of Approval: 10/06/2004
conshons:
Cond: 8
PLAN): No changes to these plans may be made without the written consent of Town of
Vall staff and /or the appropriate review committee(s).
Cond: 0
PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid fior 20 days following the date of approval.
Cond:202
Approval of this prolett shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and mnstmcxion is convnenced
and is diligently pursued toward completion.
SEP.14.2004 4:49PM
NO. 31JU F'.,7.7
Planner: Warren Campbell DRS Fee Pail: $20.00
OWN 01
t N01109G N191W- :9?i CX
COI S .! SAM `Sl `dM lOl (109 /) , `
i '
LN2i^iaG`3 Jdill
t'01,clg NoIlDgg N1g7p3g0N: swamg7vAi ?4gmn09 GNV 9OG -------
JNIJ?l 0g0v-4 ?igmnog G-?J9 -qNON-4 G Qj-. IAM
kol,clg Nol-Logg N1-41P090N:3?/
G7l" 9NINIVI-9?1
Po
o- 99 MG
M-L
CS m
it I
do
ag 01 9NlHVN2G WHIN11-117
11YA =10 NMIO-L O-L VrSO=NO':
S gs%v sllym wad - ry
21ON
Lt MG
0-,LS M-L
GIWM 19NINIY19N 213Q 1f109
O-,QG Mi.
W32N31\ 2NO1G
409
ln do G.IlHil
0
IS MG
0- C9 MG
1 jC3
INOA
o.Ls a*
M-L
G ii
aLgs JOIDagso
JIYWCN*H MCNI 2N(Uy3=j 2131ym
H7G9 3N I&
9L-
aL:TSNo'.;I cablolo'
L
agSolo*9 t
3NO-LS .
9-10L. MLL
177 aNO.Lsg7y1=1
NU
oe
lalsi, Nlytia
3AION0' 11/ 0101
0j.
IN
2f4
Cog >
O
010
W
0
LLI LL
cr um
i. •
I
15-24 I-ANPSCA" 6A
ENSINMERIN6 NOT REO IT'D As l.Ll
RM KOECOLINI! M&NEEM GRITBRIA
4 DETAILS,
78 NOWT I IPAIAN&i
A
to
PURIM, rrrrrrrrr
AM
SPA
lk MA
d6GQsLS / . s
i1
eft RLFTAIND46 rf^LLS
M" SLA5s,OOIC_
i
VAEIAM Will
UV T - UO %= L IF
LOOT . 1 SUBMIS"
Lee c Whits ta,
VAL COLQ ( - tvfl rngtneerfngf [onsuttttnn
P.U. Box 2946. Edwards. CQ
PHr (970) 92fi -272A FX: (970) 0) 92926 -272A
I.
a
N
t!
I
y I
O
V V
v - L
r
ti
I.
a
N
t!
I
y I
O
V V
v - L
01 1Oill— LO 1
II ro
n
1,14t ;I i `I I: '' ' II i 1 ? I
xjI! I ; f iii '
I ( 'I t i I: I 1 t
1
I
Ilm -: '
1
C1.
11 1 it 1 i 1, f ,
I
M11 , 1,,i1 rl'I , l , t
I f i j ! ' n f
cq J1-
9
LU
w
z
r-4,
is
C1.
11 1 it 1 i 1, f ,
I
M11 , 1,,i1 rl'I , l , t
I f i j ! ' n f
cq J1-
9
LU
w
z
11,z
q xiZ
ULL LU
11,
m 7
0 0
11
3g - nj
u) - - -- § )
u §
j \ .
j\}
22
i}j
it
a (
10
w -
7 §L
Mai
m O2
i 6A
w;:
2/e §\i e
o§
25
k/
03
LL,
LL'
o§
G
o9/
f
e
m
3g - nj
u) - - -- § )
u §
j \ .
j\}
J
Q
w
J
00
W 1n
j
Zm
Q
W
awz
OZo
0 ONW !YLL
0O
Ua
Q w cn
O Z -
LL o 7Zn
ww
Z
w
Q n
LL
w
O
0o
a m p w
p a o
Z O N w
m w
z L .
Z W J
a K Q < K>
O K W r F O J
W > W K
Z O dO w w omwxZKUNp ~ dOKWKS
w aw
7 N K S Q w EOz
wF I Uo
J ow O< FE o
x xZN w3 o zN
G w u o _ W OEKmuZWKUwoJW? W W J
l a N ~ w N s
u
uW
2ff`
O
a=
wKw z
w
r-2 Oz3F
p 3 O w K
j2 ti
0 0 W Z Z
N Q U W trOLLUU
no K Q w
d
ZSW o"
o, W w w z
W w 2 W W OU
wLLF <Q
K= Z w p O KO ~ O N 2 2 Z
Z O ? w < O
W N K W U' U
KKw W>w0wowly, K KJZrw° a
y W 11 D a p
i
0
3m
F
m m
u. Z2 ¢1.. W
ado2N o
a d °
ww
OK wm
w K =
m W N
E K Q
N
ZZ
F J r
amK
z o m u
y m o
U U1 U J 6 OF Y J O Oz ° =wop"K J w d
6 m O u E O ' U f Q W
mo3a>
w U K OEmJr Q K S Z m0 Q> W!-f _J C K W 2 V W m m 2 W K < - O J
amwpo "°a Sw wyWr
m 0 a m U o K m o zydoNNdzz
w
N w ¢jZZpK 0 2 F W ZFg ¢ rG z ¢ ¢> wONd LL H J 0 0 ? p K O K
OiOmIQ.. ?am F= ZFmiw3JKNNIoor3-
0 W F O O W W = p
j J JwW ;O O U w F J p m
W O WNKNUi06 O
ILL I- W W 2
UFW>K KO JW ZV?- W JappWK- J LL W- W
w Z J J U N K W d J_ U N U d d
Pw000ww am= "a iowwu =°rr mand m01- o'2 ° r andOLLN
o i ap
2 0
I I I I I
f is
I I I
I IQ
I I I I
I I
l lal
I I I „I I
I I lol I
41 I Iwl I
I I I'I I
I
I 4IIII . i.I >I I I I E
1 C I I iIIIiI4
Z L
I
NomW
W
wok
o°
ado
Z
O
FU
W
w
a
O m
C4 O
U r
QOZ
U
a
alq
N2pN
Wa
a W K _
m U2L
N
2
u1/ Oi
C\j
w
Z = O
V Z o °
Z
W J xQU —
Z_
LL, N
J O 3Lu
N U Ya
Z U
O
a _
Z Z 3
OU
L)
w
O
N
JUJ
9
a
Z
iv
Y
m23
m
a N
3
WN1111IRry / /
N
om
i O NNr
5 O On
z z m
C> D M
M
O
N
@D
o a
w
D
CDm
y .
c m c
D Z
m
D T
a
Z7
m
m
r D
z
1
a
T
z
c
Dnm
0 O
r
A
n
U
In
O_
N r
r
m3m
m
In
x
A m
I
m
0
W
Inr N
O
0
Z
C)
Om
o o
r r r m
D
In En In
N
w w w
Nw
x
O w
a v m o
z0 0 0
o m
O
to N
N p
m A
D
c
G)
CN
tT
N0
z D
C;
r z D
D00
y .
c m c
D Z
m
D T
Z7
m
r D
z
1
T
z
c
Dnm
0 O
r
A
n
r G c
In
O_
N r
r
m3m
InA m
I
m
0
Inr N
O DZ
C)mm
o o
r r r m
D
In En In
w w w
4NOv
o o 0 0
N nw
O
D C
v r
3 _j
fD Z
CLv
m
O
c M
1 z
Z
n
r
m r
0 m
Z
0 17a
C) Z
rn
C) :CJ
Cl)
Ntp
X
O
m
m
Z
0
O
U)
G)
Z
0
m
V
Z
0
z
O
O
7
D
r
m
r
i
n
r
N
O
U)
U)
m
FD
Z
A
r
U) - n -1 A
O m-u o
m O D
O
m D m
u
zm-n
z N O
0 O X A —
O D D
D - 0
0 OCD
m 1 r Z
x
n In
1' m
O C: T v
p m r
O N Dcxn
zDor°
Z 0 Z
O D
N N
C U x
ucl m D
z rD =
O
N ,Z1xm
O r z
C p n
r m x
Inm z
m O z
mmO 3
Inmo0O °
1 ~ 2 r
O =1 O
X
Arm
InD D 1
D
1
j r 1
O
r
I
31z I
I
I
I
I
0
3
z
D
I I
X13
I I
i I
N D 1 U
Z
ZU) ll
T
m
I I II I
I l l j l
l
I l l j l m
I I Imj
I I IAj I I IItiIIZIII III
O 1
I I jl I rl I j
l i
I I Ini
I
I I°I j l l l l 1 I
I I Imj
I l l l l l l l j
i
111
10mr
mN u
C;
m
D
D00
y .
En
D Z
N nw
O
D C
v r
3 _j
fD Z
CLv
m
O
c M
1 z
Z
n
r
m r
0 m
Z
0 17a
C) Z
rn
C) :CJ
Cl)
Ntp
X
O
m
m
Z
0
O
U)
G)
Z
0
m
V
Z
0
z
O
O
7
D
r
m
r
i
n
r
N
O
U)
U)
m
FD
Z
A
r
U) - n -1 A
O m-u o
m O D
O
m D m
u
zm-n
z N O
0 O X A —
O D D
D - 0
0 OCD
m 1 r Z
x
n In
1' m
O C: T v
p m r
O N Dcxn
zDor°
Z 0 Z
O D
N N
C U x
ucl m D
z rD =
O
N ,Z1xm
O r z
C p n
r m x
Inm z
m O z
mmO 3
Inmo0O °
1 ~ 2 r
O =1 O
X
Arm
InD D 1
D
1
j r 1
O
r
I
31zI
I
I
I
I
0
3
z
D
I I
X13
I I
i I
N D 1 U
Z
ZU) ll
T
m
I I II I
I l l j l
l
I l l j l m
I I Imj
I I IAj I I IItiIIZIII III
O 1
I I jl I rl I j
l i
I I Ini
I
I I°I j l l l l 1 I
I I Imj
I l l l l l l l j
i
111
10mr
mN u m 1111
D00
3
En
D Z
D T
m xm1 z
1
T
n
u
c
Dnmmr
A
n
T
Ou
In
O_
0 r
m3mz
A T I
N
L I00 O
0>x - uw8 x 0pOzm M. m z c
N -,xn0m IF
uAmumi0rr- Omar
C: -4 v InZMni - 9: ci r m NFo
OmDDn LD
zn< °0 rn0M
o 0 m C 0 O Z 0
m m Z m
x 00Ln O
mniz :0-U _.OU) -4 m0z
OZCM Xcn
u C -i
In oOtnzm mz
nm OZn
r-n O DO-i
rm -lO N3=u NNS;] T'Dm
r
m0 -10 T -O
o r D N 0 m r
0 Zr' mo
O m
AWAm my
Z °= mrG1 <
0 !_ -u
M fC: m
o
U)
S O mrnv)D
m m ;u
Am
N m 'u
zu
O m m
c n z
O i
0 y <Or -i M
om o 0
u N K
n c
W C0 ;uu
D O
mO
M -n
o n
X m
0 _O
O ro
n
n
z
C)
omooW-1-4
m m O O =
z;uCCm --i
N n r r z =
moo Dm
Zmm -im
A;ucA
ONrnDN
1 m -1 - pr ;7un0
0 m 0 r
D -CA -<
0
op -1 O
z 00-<
y D r D 0
0Mn °o
z
o o A
O C = N
nipm0=
m <
OuUu
Dn1,O
x;umo
oOW
X0 mZNO
O D O
co a Z
T
mA
T
O O n z
r- _q z i 0 D
0 m m 0O mM C - u
w n m c m0
N =c o _< zm
D ? Z 1 zr
m m =
M m -0 <n
on M m n ;]
n 3 9
x z OC
v iC) ;u
I mmx : r .
MM
D
M c
m ;u Z N
z D i
N O O1
r W
O z m
n <
0 = m
71
zDm
m
C) m W ? O
c O m X
i
O M m O m
M
m D m
D x- m'n 0 z O
0 n i 0
N m
0 iz
m m
mz- --I
1O m m z
Z
O
D
M 0 I r
X
T
r- O
zN =
N
Q m N - N1Dmnz0
nxm
D -n cra .Z-1
x T
O M 0 =
Z c T
F_ Ao
O
0
0
NOz
nr
00
m
Dr
3
nx
NrOV
T U) N
M 0 -1
i 'U 2
mm
M C - n
D D
I -i n
c)Dm
D O
z
c m
Oz
m ToON .Z1I) n
mmMpMN
r
X m
O T
Z
rr
r m
mO
0
n
D'
n -i
m=
om
m11
m Dzx
m
O
C)
M=
0m
N n
r
O --1
0 0mm
N DTZ
D Zr
rz
0 0
m
A
C
m
M r1
ui
O
C
r0
M
z
O
mN
uo
co 0
a C
D r
Z o
M
L7
m
TO 71
m° D
z C
D cn m m
1 . 0
0O O
r m -1 M
O yr —
m N Z
D (n Z -1-
OmG
nrn
U) m
W
oCD
0O -
cn
Vail. Colorado
Denver, Colurado
Ddlnn, C010"Clo
roe & Newell
Engineers, (nc.
xELD REPORT
Projects #6064
Location: Vail, CO
Temp: 50 at 1:30 P.M.
To: Cottle Carr Yaw Architects, P.C.
PO Box 529
Basalt, CO 81621
Attn: Ms. Ann Darby
The following was noted:
1. The purpose of the site visit was to verify completion of items which had been noted in
our September 28, 2004 field report.
2. At the CMU chimney roof connection over the master bedroom, the L10x10 support had
been installed with expansion anchors at 8" instead of 1' -0" as required. The anchor at
the north end could not be installed because it was hitting rebar. The installation without
this one bolt is acceptable as is.
3. The column at the southeast comer of the master bedroom rake wall had not been packed
solid to the window. One 5 ' LVL column had been added. Plywood should be glued
and nailed to pack the small gap solid to the corner.
4. Above the back patio, the (3) 14" LVL beam to W 120 0 steel beam connection had been
modified by adding two side plates. The (3) 3 /4 " diameter thm bolts go through the side
plates, the LVL and the knife plate. The end distance of the bolts in the wood beam is
approximately 2 ". The LVL beam is also bearing approximately 2" x 4 3 /4 " on the bottom
flange of the steel beam. The connections do not work independently for the load on this
beam. However, the bearing on the flange in addition to the bolted connection provide
adequate total capacity for the beam reaction. Therefore, the connection is adequate as is.
765 West Anrmone Trail - Suite 202 - 1)IIjon, C:UIorado 80435
970) 513.1600 - FAx (970) 513 -7272 - email: dillonalmonroc - nc cll.c0m
Proje"Brandt Residence
PAGE 03/03
5. The comer patio tube stipeolum . which was overhauging the found& wall was
observed. The side plate was in place, but there was a gap between it and the column
base plate. Steel shims shall be added to provide solid bearing. The shines, side plate and
base plate shall all be welded together.
6. The Simpson straps had been added to the columns between the windows at grid B/3.3.
At least half of the nail holes had not been filled. All nail holes shall be filled per
Simpson's recommendations.
7. The knife plate connection revisions at the low roof over the entry (Section IO /S4.4) were
reviewed. The back plate to LVL beam connection has (4) 1' diameter thru bolts spaced
3" apart horizontally and 5" apart vertically. This connection is acceptable.
The structural framing of the above residence was observed by Monroe & Newell
Engineers, Inc. during construction. It is our opinion, based on our limited visual
observations, that the framing of the residence is constructed substantially in compliance
with the intent of the construction documents prepared by our office. With the exception
of the items noted above in this field report, to the best of our knowledge, any
deficiencies found during our observations have been corrected.
Kristen E. Fox, P.E.
Project Engineer
CV
1 f
cr
G -0 0 U' . / / /, , // 0 N
x K-ET /
hTO
rn
LORED CONCRE
T
TE 51'E"
O'` /DRAIN INLET WITH BRA b
1 VyATER FEA> .•
FLAb57
L
FF STONE
1 ND5ETTA '-O" COLORED
TERRAC
COLORED CONCRETE
5 % . /• ` '
A
5TEP5. 8 RISERS
16 o +/- 65" EA. e
i f /
5TONE BENCH
IRON HANDRAIL (TYP 53' 8.'15"
WATER FEATURE COLORED CONCRETE
STEP5. 11 RISERS /
501JLDER RETAINING WALLS f TW 5' -10" • +/- 6.5" EA. / f
COLORADO BUFF 5LAB 5T0 '
1 /
STEP5. 5 RISERS y %i ' ' , k
7. EA. TONE
7AININ6 MALL
1174 =12 ffEP°
B 51
lid " - 6 1 "M `
w
1 11
I „ 5c
LIMITS OF DlP
b %,L STONE VENEER
RETAINING WALL /
S / TW 58 /
BOULDER RETAINING WALLS _ / / t •
B 5
TW 52'- /
6 _
BW 4- -
TW q' -b" /
S4 BW -0
NOTE:
BW 48' -0" /
CONFORR TOWN VA O
IL /
DEVELOPMENT
4' IMIJM BENCHING TO BE
FIELD APPROVED BY LANDSCAFE / • /
ARCHITECT OR OWNERS '
REPRESENTATIVE f /
TYi
e GRAVITY BOULDER
RETAINING WALLS
RE: KOECHLEI N SECTION 815104
52
ENGINEERED BOULDER FACED REINF.
SLOPE AND BOULDER WALL
RE: KOECHLEIN SECTION 8/5/04
AlNk f
ILITY EA%5EMENT
f 3
bou'A e- /
x t DOULDER WALLS, WEST 510E.S ECTION 8/5/04RE: KOEC11 LEI N 5 /
Zo 4 3., ir f
EXI5TINc5 TREE LINE
n r /
WA0
10-24" I-ANOSCAft CPAKM Ao&kLLj
ENSINCEMING NOT RV.OUIMW ASWvMoi11. RM KOSCOLINE ONSiNEE" CoRATERIAON) 4 PETAILB,
SMO WT F lw^%ANO
a-lb
Om
WE
IVA
4MW
low1 inl
u644
06
WA '
dt
r'bo ,.fit' • ',f? /,
4MW
low1 inl
u644
06
WA '
AaFs r - tv
eft M ETAImpas
s i
i
TY/ T6'-6"
i
70
MPF 5LA5 5TOW
BRANDY RES'iDENCE
L.Or 5 51,16D
LeecoonVAL, COLORADO ( - tuff rngtntrrfn//
PA. Box 2946, Edwards. " Cl 81632
PH: (970) 926 -2728 FX: (970) 926 -2721;
r
fill
BRANDY RES'iDENCE
L.Or 5 51,16D
LeecoonVAL, COLORADO ( - tuff rngtntrrfn//
PA. Box 2946, Edwards. " Cl 81632
PH: (970) 926 -2728 FX: (970) 926 -2721;
r v
d
C
g
NA
Oo
sN
Igl i I
gC
1-
4 — L
LL — , (, I+
3 1 .
1
U w
17A
774
I ! jj .I x -jI I I
k •{ ;I; . I III ;: I
t
Irl ' I is ' '
Lu -q x
LU
P-10
1. i
jl
jj ! ; ii
Ii I
iL
J
J
a
C7 0
Z N
Z 0
am
f— m
w dW
no
ZWN 2
n O
O00
m w Q
r U Z
D
NW
Z
Ja
a m
U
a
I—
w
z
o a
W
m' w
3
t
0
0
ox z
f J
W w
W
o f w w >
oWRm
z
N
F. -z3w
Vo
a uwwz
e
U
CL
Z W
H
Ll
ti
F-K U mS d'O!= W O d'2 O S 1 F- w
Q W Q o Z w aw° zooF O w z
0
o
C
aNWF a3s
O mO a J aa O z 0 0 m 0 d a 0 a a a r
j
O o w Kww w w z g y Nwzz x mo w W 7 Jzxo 0 3 J W
z w a r
mw w xN poxm o m mpfwomULLU z o xN =x
w w
G y N O N>20 -w^y y -m Z x 0
p a o u m 0 o F rc K m LL z o a 3 J
J`
xK p
u=i
V o, ' op u dj =wO
O Ko¢
yQa3
m m OxK P w J f O W
a u a
r,>
w w (o l mw0ofu
Wpm
k a 0
OKr -iyU
C O O m
w p wa
x a> J
m y
m o y jrz
N iU
m>
J Z z
Oo¢O Z Q LL j . O a J 3 a
O
w Ow m
o o
o
o owe iorio o wozw so"
w. IomuzALL¢mLj ao N000
as
w oN a O a wow a LL m F m z w w U
No_as mJFp aJ.wi¢f
JzUo
w"
Jw
zoopzwO
e3aw
Qa
Ozxx0ma
aX wZ O wl - ? 2 LL.=wOOJ
azN
o K KOuom3a cew oim rum
t
0
0
ox z
Z
W
OfN
U) w
n
a
oWRm
0
N
W WW UZZ
Vo
J z
a
e
U
CL
Z W
H
Ll
s
r 9
U
Z
OfN n
oWRm N
W WW UZZ
C7 Z 3ZW
W Q Z
Z
r F N
0
C
O r E
U 7 a
LIJ
m
U oLU
J
6
L
m I
a
w
I ¢
m V
a =
a
a
wa¢
0
0 1
J
J
a
W
J
Oo
m U)
Z w
Q Nw
awznOwoO
JzwGN
QF0Op
U wva
Q' w a
Oz>
ozOZ
WW
W
Q on
LL
w
O
m
w
w
a K Q a 3 >02O
p Q w Z N a
m O = o
Zl UNLL ISt Orwwapmow? rc= zx
w Z . , ; ^ O — r
w 0 W J r r Z 0 6
r UN Q' =Q W W U Z
z
0. r J 0 U O U LL
w oa¢ oN LL,°Z, VAS ZZ ZOI?
u w C u K S W
w° w?w wj wo.AWN
W
w}
9;
a
f
Z
WzOF-
wOw¢
S
U W W
U U
Kaw
max
O =Z
0 —r
w W Z
w
Q U FZ
w ° N
N Z x Z
WWOUKWUU
a>Z
w0z
a 0
viO4p
0
3
K mLLzWZ2a
O O rNap ° LL
ww
w
w w
O W
J
w _N
W r J
3
N
f W ?
W?
cc mK
p
o O p Z
mJLL ..O 6 N rF UZ _50 ¢ 0 U
LumOE 2p I to n
ry
yO W d N OE f, W LL W Wm
m
S W U Z w < 0 W 0 U
LL < F} W Z r O Q Z U <
N S OK p,JU W N -3
zN ? r 0 ¢ m c O w r j z W 3
K- m y a O 7 N = N y LL w
V o
Op V N W' r W p W Q Kr5 w
aNg °o °Z oo iao
za >aw U z t A
m Z w V 7 U O = Z g W U m Z =
O r =vriemzo W
3-
H °m oLL r 3-
U w r `' U -coo 00 W Q W° O >> r
m dxr ww K Urlx -fO uj 3 n
rQ N Nx O air00O W p in a mNZVINOQWrn
u.H W W ZY djN Z a W ZTNQ a z = v
J J_ W f' W O nIW0= K 2 Qre N W u W K Z I a 0 U J
w w
I.r mmap q;0 r e;f ca 0 0 LLN Z Z
u Q Y
j v 3
S m
U a
O _ a
pp1Ul11III/X „ry l
v w N J
z
w a' Q
0 2 LL
w
I I Ia
I I I
I la
I I I I
V I I
I I ICI I
I I i „I I
I I lol I
al I IWI I -
I
I I II i
i l l l
I I IE
I I I iI1II9
lip --E-
w
t4 o
w a
ooa
a<°
r
gig
A
W
wad
o
w
S
a<o
z
O
F-0
w
N wJ
N a
O
U '
Q zZ
U
EL
m mar
ZrN
Y$
m
d
jl <
O
I> I[>
O ;0 0
D (Dm <
m w
m m
to
cr
m ..
5
x W
0
m
n
a.
m
D
c
0
c
m
NOOA
smm
D
r
0
0
U)
m
n
i
Z
z
0
0
U)
C)
D
r
m
7
1 \ \111III [lllllll \
U C /
l 1 • Z• Ul s'd?
Huuu11 \\ c
0
m r 1
N n r
o rn
u Z
D C
ET r n
0 3
W (D za
Zom
Coo o U)
N o r w
mm
to
x m =
Z
o cn ^w (7 U I
o r
m
M ZC) FNOO Z
Y/A n. G1 _
C) m Z
m M
rnN (
CC)
V
Z
p
om pn0IANr
O O C
Z Z m
o
U! Zi -1 A
0m0 z
U m O D nr
O -E- XmmD < A pzmmD
zOO m -ip
O G) y D n o
p5m o o_
Z M
oO 13 trcD
m -imz III I
P
o
mom 61 III I p
NO S z l ( m p
Amy jl I I I C P
OD
r_ I I I I I II fZOzI J
In cn1
Zn
oT I I I I I
Lno I I I I I Im I
cm I I I I I I;
om= I I I IN I IZI
no= I I I I I ICI f 1 1 1 I I
o
0Mg I l i i l ICI I r I I I i U) oM
00o I I I I I In I w1 I I I a
o -m I I I I I ICI
m
z,
Arm I I I I I Imf I I I I I ,mm
DND
I I I I I I I f I f I l 0
r r I I I I IJ I I IjND - -- _ _ -- - -_ -__
I 3
z --
l r i i Xzncn
u L , ) 0 1 I
o m 0
D n 0 Z \ N
m
I ZDDu t
r = z
i m n
m -i
p n c
m p p
D m T
m m
r
p p n
n p O
n r
m N
9rnz
X
33
yy
X y
0zmmm° ;u --1Ta mmm0Ox , 0 pmZN Cmm? Ow m >zo'u0n 26,w n Mw> z;7ccm - I c-4 z
O m i7 m
i --Immpr n nmJ nmrrZm rm cnx
0r =x mx i2 mx
AmOmr Xmo0;] N<v zmm - m m omm pm <mm 0
n z>, nzm --i w cones ;gym <m MoD m>i= IKC)> m2.0 +m DOP0;u cn? nmcm n D _icen m
OmXmn v omm ---I n-1 1 cn mw Dxm mT n m zx
Zn < -0 r - () -
I ;a nZ xm Un n D zZ mC0 z0 DSO pC
m Zmo off- oV) rrK __ U)o Zx m
x O 0 cooym -im-n co m m 0Nm m Cm 0
n -iAmZ W mO r- -n ` ovtn0 . O Or- n m> z m r x
Ozomn= m ;ucn moo mm mn - - Inr O mz o i
m zmm cD xU) 0mno °oz zm0 omm x o n m0
m m
71 M mzc m0 oxz5m i0 Omo a: G r r =Dn.Il - I ozn C A m mzC mo - I r T Zrn (O2 O .. i ;u i] Oc=xcn 'v n' ;J mom= n mp r
u (n -n o0 0o n0 = omm cn =' zz -Ir 04p
71 ;
u0 Liu 'om W(n m Dn z - m_rri m Ao
m D 00MC 0 D - lrr S 0 -_{frl OD O N me
o - O x x - °° m c 0 m n z n O= m
c 0 0 on 0 0 -4 oc c' 0 0 m - z cn D O -- 1 r m
cu > i] fxi1Dx oO sn0p (n G) Z0 <m > Or
Z 0= m m om r- 0lu -i== ro IC
L7< O rm 0 cnz 0 mm 0 0 x O o
n G7 Z m
m
r
C: m
z O 0 L7 < Z r A p it
0 0 o z O = m o 00
Z
0
I
m
Z
m
U)
C -i
DU)
rp
mC)
00
1— - 11
O ;u
D ( mi)
o-O
Z
C)
m
uu
000
Cil
v r-
Z 0
m
IT!
LD -n
0 >
z 0
C) rnm
o iU
I M
N Z
Z ...
IT C
x
U) rn
W 0
0
r,L
O
V
D Z Dm
cm m
D 5p p
r CDy Dr
CD
O ? O
F
U)
C3 o
XDo mU)
N
17 A
Z D
m
n
w n 0 m
o to
Drwu) cn m
x
D
N O V
jl <
O
I> I[>
O ;0 0
D (Dm <
m w
m m
to
cr
m ..
5
x W
0
m
n
a.
m
D
c
0
c
m
NOOA
smm
D
r
0
0
U)
m
n
i
Z
z
0
0
U)
C)
D
r
m
7
1 \ \111III [lllllll \
U C /
l 1 • Z• Ul s'd?
Huuu11 \\ c
0
m r 1
N n r
o rn
u Z
D C
ET r n
0 3
W (D za
Zom
Coo o U)
N o r w
mm
to
x m =
Z
o cn ^w (7 U I
o r
m
M ZC) FNOO Z
Y/A n. G1 _
C) m Z
m M
rnN (
CC)
V
Z
p
ompn0IANr
O O C
Z Z m
o
U! Zi -1 A
0m0 z
U m O D nr
O -E- XmmD < A pzmmD
zOO m -ip
O G) y D n o
p5m o o_
Z M
oO 13 trcD
m -imz III I
P
o
mom 61 III I p
NO S z l ( m p
Amy jl I I I C P
OD
r_ I I I I I II fZOzIJ
In cn1
Zn
oT I I I I I
Lno I I I I I Im I
cm I I I I I I;
om= I I I IN I IZI
no= I I I I I ICI f 1 1 1 I I
o
0Mg I l i i l ICI I r I I I i U) oM
00o I I I I I In I w1 I I I a
o -m I I I I I ICI
m
z,
Arm I I I I I Imf I I I I I ,mm
DND
I I I I I I I f I f I l 0
rr I I I I IJ I I IjND - -- _ _ -- - -_ -__
I 3
z --
l r i i Xzncn
u L , ) 0 1 I
o m 0
D n 0 Z \ N
m
I ZDDut
r = z
i m n
m -i
p n c
m p p
D m T
m m
r
p p n
n p O
n r
m N
9rnz
X
33
yy
X y
0zmmm° ;u --1 Ta mmm0Ox , 0 pmZN Cmm? Ow m >zo'u0n 26,w n Mw> z;7ccm - I c-4 z
O m i7 m
i --Immpr n nmJ nmrrZm rm cnx
0r =x mx i2 mx
AmOmr Xmo0;] N<v zmm - m m omm pm <mm 0
n z>, nzm --i w cones ;gym <m MoD m>i= IKC)> m2.0 +m DOP0;u cn? nmcm n D _icen m
OmXmn v omm ---I n-1 1 cn mw Dxm mT n m zx
Zn < -0 r - () -
I ;a nZ xm Un n D zZ mC0 z0 DSO pC
m Zmo off- oV) rrK __ U)o Zx m
x O 0 cooym -im-n co m m 0Nm m Cm 0
n -iAmZ W mO r- -n ` ovtn0 . O Or- n m> z m r x
Ozomn= m ;ucn moo mm mn - - Inr O mz o i
m zmm cD xU) 0mno °oz zm0 omm x o n m0
m m
71 M mzc m0 oxz5m i0 Omo a: G r r =Dn.Il - I ozn C A m mzC mo - I r T Zrn (O2 O .. i ;u i] Oc=xcn 'v n' ;J mom= n mp r
u (n -n o0 0o n0 = omm cn =' zz -Ir 04p
71 ;
u0Liu 'om W(n m Dn z - m_rri m Ao
m D 00MC 0 D - lrr S 0 -_{frl OD O N me
o - O x x - °° m c 0 m n z n O= m
c 0 0 on 0 0 -4 oc c' 0 0 m - z cn D O -- 1 r m
cu > i] fxi1Dx oO sn0p (n G) Z0 <m > Or
Z 0= m m omr- 0lu -i== ro IC
L7< O rm 0 cnz 0 mm 0 0 x O o
n G7 Z m
m
r
C: m
z O 0 L7 < Z r A p it
0 0 o z O = m o 00
Z
0
I
m
Z
m
U)
C -i
DU)
rp
mC)
00
1— - 11
O ;u
D ( mi)
o-O
Z
C)
m
uu
000
Cil
v r-
Z 0
m
IT!
LD -n
0 >
z 0
C) rnm
o iU
I M
N Z
Z ...
IT C
x
U) rn
W 0
0
r,L
O
V
GEORGE SHAEFFER
CONSTRUCTION COMPANY
P.O. Box 373
VAIL, COLORADO 81658
Tel (970) 845 -5656, Fax (970) 845 -7013
TO:
Town of Vail
75 South Frontage Road
Vail, CO
L IE= =P Old U o A LIVSl1Ul1MAL
August 13, 2004 1 0404
ATTENTION Warren Campbell
RF: BRANDT RESIDENCE
1701 Buffehr Creek Road
Vail Colorado 81657
WE ARE SENDING YOU Attached Under separate cover via Mail the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order Bid Instructions
COPIES DATE NO.DESCRIPTION
1 08/13/04 4 pages Utility Approval & Verification - Six Utility signatures
As requested Returned for corrections Returncorrected prints
For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approval
E] For your use Approved as Noted Submitcopies for distribution
As requested Returned for corrections Returncorrected prints
For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
TOV Building permit # B03 -0209
RECEIVED
AUG 13 2004
SIGNED:
Brad2Foster - Project Man er
George Shaeffer Construction Company
If enclosures are not as noted, kindly notify us at once.
nilCl 1'1 -C.E
Z O I 13 C k - GLUA Poi
LoT S, El- en ZneimfA S " Drvfsi31q
Vr I C a t.oaAv 0
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling
installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and
verification.
Authorized Signal Comments
QWEST
970.384.0257(fax)
Contacts:
Scott Carrington 970.468.6860
Jason Sharp 970.384.0238
EXCEL HIGH PRESSURE GAS
970.262.4076 (tel) — 2571-(
Contact: Rich Sisneros
HOLY CROSS ELECTRIC
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4038 (fax)
Contacts:
Kit Bogart 970.262.4024
Jim O'neal 970.262.4003
EAGLE RIVER WATER & SANITATI(
DISTRICT
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
COMCAST CABLE
970.949.1224 x 112 (tel)
970.94 (fai
Contact: t: Floyd Salazar / U
NOTES:
1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the
form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification
form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail.
However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works
at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A
building permit is not a Public Way permit and must be obtained separately.
The Developer is required and agrees to submit any revised drawings to the utilities for re- approval & re- verification if the submitted plans
are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form).
Developer's Signature Date
Page 8 of 12/04/01/04
AUG 13 2004 08:40 FR SILVERTHORNE HP 97041SU14U1 IV ts4ZICnis
Post -it` Fax Note 7671 0alOP -O I' Motf .
TO Tod
From +/ t >/L Oanned
co /rmt.
V
Co
c
kOVAL lk VERIFICATION
11115 Form SOMMS trial MeVroposed improvernenEi win not impact any existing or proposed utility services, and also to verity
service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling
Installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and
verification.
Authorized Signal Comments D
QWEST
970.384.0257(fax)
Contacts:
Scott Carrington 970.488.6860
Jason Sharp 970.384.0238
EXCEL N IGH PRESSURE GAS
970.262.4076 (tel)
SisneroContact:. I AUG 1 2004WcJts /t
om
F ///
ar'Tf
HOLY CROSS ELECTRIC
970.949.5892 (tel) U
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4038 (fax)
Contacts
fat Bogart 970.262.4024
Jim O'nea1970.262.4003 p
EAGLE RIVER WATER SAN ITATI(
d1
DISTRICT
970.476.7460 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
COMCASTCABLE
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Ssiazar
NOTES:
1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the
form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utlllty verification
form that More is a problem which needs to be resolved. The Issue should then be detailed in an attached letter to the Town of Veil.
However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works
at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A
building permit is not a Public Way permit and must be obtained separately.
The Developer is required and agrees to submit any revised drawings to the utilities for re-approval 8 re- verificatlon if the submitted plans
are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form).
Developers Signature Date
Page 8 of 12/04/01/04
TOTAL PAGE.01 **
Plug 'AUG. 113- 2004 2:37PM R CROSS ENERGY z" r o - - NO. 045 f'. I
wieFaXNoten7879
r
To
Brandt Residence
1701 Suffetir Creek Road rag*
Lot 5. Eleni Zneimer Subdivsion
1:...n MVail, Colorado t1 —
TILITY APPROVAL &VERIFICATION Frwno
This form serves to verify that the proposed Improvements will not impact any existing or propo — --Y aria also to venry
service avallability and location for new construction and should be used in Conjunction with preparing your utility plan and schedulingInstallations. A site plan, including grading plan, floor plan, and elevalions, shall be submitted to the following utilities for approval and
verification
Authorized S19nai Comments 0
QW EST
970.384.0257(fax)
Contacts:
Scott Carrington 970.468.6860
Jason Sharp 970.364.0238
CEL HIGH PRESSURE GAS
970.262.4076 (tell
Contact: Rich Sisneros
HOLY CRDSS ELECTRIC
N4 EXIST Uyll970.949.5882 (tel)n1FS
976-949.45s6 (fax)L L1P1E
Contact: Ted Husky 4M l.J
D(CEL ENFRGY
970.262.4038 (fax)
Contacts:
JQ Bogart 970.252.4024
Jim O'real 970.262.4003
EAGLE RIVER HEATER SAN ITATIC
DISTRICT
870.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
COMC CABLE
970.949.1224 z 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
NOTES:1. If the utility approval 6 verification form has signatures from each of the utility companies, and no comments are made directly on the
form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verificationformthatthereisaproblemwhichneedstoberesolved. The issue should then be detailed in an attached letter to the Town of Vail.
However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public WorksattheTownofVail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A
building permit is not a Public Way permit and must be obtained separately.
The Developer Is required and agrees to submit any revised drawings to the utilities for re-approval $ re- verification if the submitted plans
are altered in any way after the authored signature date (unless otherwise specifically noted within the Comment area of this form).
Developer's Signature
Date
Page 8 of 12104101104
13- 8 -04; 1 :12PM;U5 WEST
Hug 12 04 07:48p Roxanne Nowia
9704680672 # 2/ 2
970- 845 -7013 p.2
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling
installations. A site plan, including grading plan, Floor plan, and elevations, shall be submitted to the following utilities for approval and
verification.
Authorized Signal
QWEST
970.384.0257(fax)
Contacts:
Scott Carrington 97OA68 -6860
Jason Sharp 970.384.0238
EXCEL HIGH PRESSURE GAS
970.262.4016 (Eel)
Contact* Rlch Sisnems
HOLY CROSS ELECTRIC
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4038 (fax)
Contacts:
IGt Bogart 970.262.4024
Jim O'neal 970.262.4003
EAGLE RIVER WATER & SAN [TAT IC
DISTRICT
970.476.7480 (let)
970.476 -4089 (fax)
Contact- Fred Haslee
COMCAST CABLE
970.949.1224 x 112 (tep
970.949.9138 (fax)
Contact: Floyd Salazar
Comments D
316 y
NOTES:
1. If the utility approval 8 verification form has signatures from each of the utility companies, and no comments are made directly on the
form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification
form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail.
However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit (tom the Department of Public Works
at the Town of Vail. Utility locations must be obtained before digging in any public right- of-way or easement within the Town of Vail. A
building permit is not a Public Way permit and must be obtained separately.
The Developer is required and agrees to submit any revised drawings to the utilities for re- approval 8 re- verification if the submitted plans
are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form)-
Developers Signature Date
Page 8 of 12/04/01/04
PRELIMINARY SOILS AND FOUNDATION
INVESTIGATION
PROPOSED RESIDENCE
LOT 5
LIA ZNEIMER SUBDIVISION
VAIL, COLORADO
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845
LAKEWOOD AVON / SILVERTHORNE
303) 989 -1223 (970) 949 -6009
303) 989 -0204 FAX (970) 949 -9223 FAX
Q
KOECHLEIN CONSULTING ENGINEERS, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS f
PRELIMINARY SOILS AND FOUNDATION INVESTIGATION
PROPOSED RESIDENCE
LOT 5
LIA ZNEIMER SUBDIVISION
VAIL, COLORADO
REGjB . '••'
O •c
33822
y. F .N
Prepared for:
Scott and Claudine Brandt
c/o Cottle Graybeal Yaw Architects
P.O. Box 529
Basalt, CO 81621 -0529
Job No. 03 -014 February 20, 2003 -
DENVER: 12364 West Alameda Prk"., Suite 115, Lakewood, CO 80228 (303) 989 -1223
AVONISILVERTHORNE: (970) 949 -6009
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 03 -014 Consulting Geotechnical Engineers
TABLE OF CONTENTS
SCOPE
EXECUTIVE SUMMARY
SITE CONDITIONS
PROPOSED CONSTRUCTION
GEOLOGIC HAZARDS INVESTIGATION
INVESTIGATION
SUBSURFACE CONDITIONS
RADON
EXCAVATIONS
GROUND WATER
FOUNDATION
FLOOR SLABS
FOUNDATION DRAINAGE
LATERAL WALL LOADS
RETAINING WALLS
SURFACE DRAINAGE
IRRIGATION
COMPACTED FILL
LIMITATIONS
VICINITY MAP
LOCATIONS OF EXPLORATORY TEST PITS
LOGS OF EXPLORATORY TEST PITS
LEGEND OF EXPLORATORY TEST PITS
GRADATION TEST RESULTS
SWELL- CONSOLIDATION TEST RESULTS
TYPICAL WALL DRAIN DETAIL
TYPICAL RETAINING WALL DRAIN DETAIL
SUMMARY OF LABORATORY TEST RESULTS
1
1
3
3
4
4
5
5
6
7
7
10
11
11
13
13
14
15
16
Fig. 1
Fig. 2
Fig. 3
Figs 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Table I
t February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 03 -014 Consulting Geotechnical Engineers
SCOPE
This report presents the results of a preliminary soils and foundation investigation
for the proposed residence to be located on Lot 5 in the Lia Zneimer Subdivision in Vail,
Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The
purpose of this investigation was to evaluate the subsurface conditions at the site and to
provide preliminary geotechnical recommendations for the proposed residence.
This report includes descriptions of subsurface soil and ground water conditions
encountered in the exploratory test pits and preliminary recommendations for foundation
systems, allowable bearing capacity, and design and construction criteria. This report
was prepared from data developed during our field and laboratory investigations and our
experience with similar projects and subsurface conditions in the area.
The recommendations presented in this report are based on a residence being
constructed on the lot and are preliminary in nature. We must be contacted by the
contractor and/or owner to review our recommendations when final plans for the structure -
and site plan for the residence have been completed. A summary of our findings and
preliminary conclusions is presented below.
EXECUTIVE SUMMARY
1. The subsurface conditions encountered in the exploratory test pits varied.
The subsurface conditions consisted of approximately 1.5 to 2.0 feet of
topsoil underlain by a stiff, sandy, silty clay to varying depths of 4.0 to 5.0
feet. Below the silty clay in exploratory test pits TP -1 and TP -2, to the
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03 -014 Consulting Geotechnical Engineers
maximum depth explored of 15.0 feet in TP -1 and to a depth of 11.0 feet
in TP -2, the subsurface conditions consisted of a dense to very dense,
clayey sand with gravel, cobble and boulders. Below the clayey sand in
TP -2 and the silty clay in TP -3, the subsurface conditions consisted of a
soft to very hard, sandstone bedrock. Practical trackhoe refusal was
encountered on the very hard sandstone in exploratory, test pit TP -2 at 12.0
feet and in TP -3 at 8.0 feet. Laboratory test results indicated that the silty
clay has a very low swell potential.
2. At the time of this investigation, no free ground water was encountered in
the exploratory test pits to the maximum depth explored of 15.0 feet.
3. We anticipate that the subsurface conditions at the proposed foundation
elevation will consist of natural, silty clay; clayey sand with gravel, cobble
and boulders or sandstone bedrock. In our opinion, the clayey sand with
gravel, cobble and boulders; or sandstone bedrock will support spread
footings for the proposed residence. However, if both materials are
encountered within the foundation excavations for the residence, special
precautions should be followed. Refer to the FOUNDATION section of
this report for more details.
4. The subsurface conditions encountered at the proposed floor slab elevation
consisted of topsoil underlain by natural, silty clay; clayey sand; or
sandstone bedrock. In our opinion, slabs -on -grade may be constructed on
the natural, silty clay; clayey sand ;or sandstone bedrock with a low risk of
movement. Refer to the FLOOR SLABS section of this report for more
details.
5. Fill placement, open cuts and excavations require precautions as outlined
in this report in order to maintain the stability of slopes and sides of
excavations.
6. Because cobble, boulders and very hard sandstone were encountered at
this site, heavy -duty excavation equipment will be required to complete
the required excavations. Pockets of very hard sandstone may require
blasting or chiseling in order to complete the necessary excavations.
7. Drainage around the residence should be designed and constructed to
provide for rapid removal of surface runoff and avoid concentration of
water adjacent to foundation walls.
2
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03 -014 Consulting Geotechnical Engineers
8. The potential for radon gas is a concern in the area. Building design should
include ventilation systems for below grade areas such as crawl spaces and
basements.
SITE CONDITIONS
The proposed residence will be located on Lot 5 in the Lia Zneimer Subdivision in
Vail Colorado. The north side of the building envelope will be accessed from an extended
driveway off of Buffehr Creek Road, which is located to the southeast of the lot. At the
time of this investigation, the site was undeveloped. A large natural drainage gully is
located to the west of the building envelope. The building envelope slopes down steeply
down towards the southeast at an approximate grade of 40 to 45 percent. Vegetation on
the building envelope consists of shrubs, aspen trees, and sparse grasses.
PROPOSED CONSTRUCTION
At the time of this investigation, plans for the proposed residence were not
available. We anticipate that a two -story residence with a walkout basement and slab -on-
grade floors will be constructed in the building envelope. We anticipate that the proposed
residence will be of wood frame construction with cast -in -place concrete foundations and
slab -on -grade floors. We anticipate that excavations of 10 feet may be necessary for
construction of the proposed residence. Maximum column and wall loads were assumed
to be those normally associated with residential structures.
3
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03 -014 Consulting Geotechnica! Engineers
GEOLOGIC HAZARDS INVESTIGATION
A geologic hazards investigation was outside the scope of this investigation. We
recommend that the owner review the Town of Vail regulations to determine whether a
geologic hazards investigation has been performed previously for this subdivision or site.
If a geologic hazards investigation has not been performed for this site, we recommend
that a professional geologist registered in the state of Colorado be contacted to perform
this service.
INVESTIGATION
Subsurface conditions were investigated for this building envelope on February
17, 2003, by excavating three exploratory test pits with a trackhoe at the locations shown
on the Locations of Exploratory Test Pits, Fig. 2. An engineer from our office was on the
site to observe the excavating of the exploratory test pits and visually classify and
document the subsurface soil, bedrock and ground water conditions. A description of the
subsurface soils and bedrock observed in the exploratory test pits is shown on the Logs of
Exploratory Test Pits, Fig. 3; and on the Legend of Exploratory Test Pits, Fig. 4.
Representative soil samples obtained from the exploratory test pits were tested in
our laboratory in order to determine their natural moisture content, gradation properties
and swell - consolidation properties. The results of the laboratory tests are presented on
the Logs of Exploratory Test Pits, Fig. 3; on the Gradation Test Results, Fig. 5; on the
0 O
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 03 -014 Consulting Geotechnical Engineers
Swell- Consolidation Test Results, Fig. 6; and on the Summary of Laboratory Test
Results, Table I.
SUBSURFACE CONDITIONS
The subsurface conditions encountered in the exploratory test pits varied. The
subsurface conditions consisted of approximately 1.5 to 2.0 feet of topsoil underlain by a
red - brown, slightly moist, stiff, sandy, silty clay to varying depths of 4.0 to 5.0 feet.
Below the silty clay in exploratory test pits TP -1 and TP -2, to the maximum depth
explored of 15.0 feet in TP -1 and to a depth of 11.0 feet in TP -2, the subsurface
conditions consisted of a red - brown, slightly moist, dense to very dense, clayey sand with
gravel, cobble and boulders. Below the clayey sand in TP -2 and the silty clay in TP -3,
the subsurface conditions consisted of a red to olive tan, dry, soft to very hard, sandstone
bedrock. Practical trackhoe refusal was encountered on the very hard sandstone in
exploratory test pit TP -2 at 12.0 feet and in TP -3 at 8.0 feet. Laboratory test results
indicated that the silty clay has a very low swell potential.
At the time of this investigation, no free ground water was encountered in the
exploratory test pits to the maximum depth explored of 15.0 feet.
In recent years, radon gas has become a concern. Radon gas is a colorless,
5
0 0
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 03 -014 Consulting Geotechnical Engineers
odorless gas that is produced by the decay of minerals in soil and rock. The potential for
radon gas in the subsurface strata of mountain terrain is likely. Since excavations for
lower levels in the residence are anticipated, we suggest that the building be designed
with ventilation for below grade areas.
EXCAVATIONS
We anticipate that excavations up to 10 feet in depth will be required for
construction of the proposed residence. Because cobble, boulders and very hard
sandstone were encountered at this site, heavy -duty excavation equipment will be
required to complete the required excavations. Pockets of very hard sandstone may
require blasting or chiseling in order to complete the necessary excavations.
Care needs to be exercised during construction so that the excavation slopes
remain stable. The subsurface soils, which consisted of the silty clay; clayey sand with
gravel, cobble and boulders; and weathered sandstone classify as Type B soils in
accordance with OSHA regulations. Non - weathered sandstone classifies as Type A soils
U
in accordance with OSHA regulations. OSHA regulations should be followed in all
excavations and cuts.
19
o °
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03 -014 Consulting Geoteehnical Engineers
GROUND WATER
At the time of this investigation, ground water was not encountered in the
exploratory test pits to the maximum depth explored of 15.0 feet. Based on the
conditions exposed within the test pits, we do not anticipate that ground water will
adversely influence the construction of the proposed residence. However, our
investigation was performed during a dry time of the year. It is possible that ground
water may be encountered during wetter times of the year. If ground water is
encountered within excavations for the residence, the ground water can typically be
controlled by shallow trenches on the outside of the foundation for the residence. The
shallow trenches should be sloped down to a sump pit, where the water can be removed
by pumping or to a gravity. outlet. If ground water is encountered within the excavation
for the residence, we must be contacted to provide specific recommendations at that time.
FOUNDATION
The subsurface conditions at the foundation elevation consist of the silty clay;
clayey sand with gravel, cobble and boulders; or sandstone bedrock. In our opinion, the
proposed residence may be supported by a spread footing foundation system bearing on
the natural, clayey sand or sandstone bedrock. However, we do not recommend that the
proposed residence be constructed on a combination of these materials. If the residence is
partially constructed on the natural soils and partially on bedrock, large differential
7
February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03 -014 Consulting Geotechnical Engineers
movements could occur. To limit the risk of large differential movements from occurring
we recommend that the foundation for the proposed residence be constructed either
entirely on the natural clayey sand with gravel, cobble and boulders or entirely on the
sandstone bedrock. When final plans for the residence have been completed, we should
be contacted to study the proposed foundation elevations and review our
recommendations presented in this report. Additional investigation may be necessary to
further define the depths of the bedrock surface beneath the proposed building footprint.
We recommend that the spread footing foundation system be designed and
constructed to meet the following criteria:
1. Footings should be supported by the natural, clayey sand; sandstone
bedrock; or properly moisture conditioned and compacted fill, as described
below in Items 10 and 12. Footings should not be partially constructed on
a clayey sand and partially constructed on the sandstone bedrock.
2. Footings should extend below the topsoil and silty clay and any exposed
soft surface soils and should be supported by the undisturbed, natural,
clayey sand. On this site we recommend that the footings be constructed
at a minimum depth of 3.0 feet from the existing ground surface.
3. Spread footings constructed entirely on the natural, clayey sand may
experience up to 0.5 inches of differential movement between foundation
elements. Because the soils are granular in nature, we anticipate that the
majority of the differential settlement will occur during construction.
4. Spread footings constructed entirely on the sandstone bedrock should
experience less than 0.25 inch of differential movement between
foundation elements.
5. We recommend wall and column footings be designed for a maximum
allowable soil bearing pressure 3,500 psf.
o Q
February 20, 2003 XOECHLEIN CONSULTING ENGINEERS, INC.
Job No. 03 -014 Consulting Geotechnical Engineers
6. Wall footings and foundation walls should be designed to span a distance
of at least 10.0 feet in order to account for anomalies in the soil or fill.
7. Foundation wall backfill should not be considered for support of load
bearing footings. Footings should be stepped and supported by
undisturbed natural soils and should not be constructed on foundation wall
backfill. Foundation walls or grade beams should be designed to span
across an excavation backfill zone and should not be constructed with
footings within this zone.
8. The base of the exterior footings should be established at .a minimum
depth below the final exterior ground surface, as required by the local
building code. We believe that the depth for frost protection in the local
building code in this area is 3-6-feet. 14'
9. Column footings should have a minimum dimension of 24 inches square
and continuous wall footings should have a minimum width of 16 inches.
Footing widths may be greater to accommodate structural design loads.
10. We anticipate that cobbles and boulders could be encountered at the
foundation elevation, if foundations are constructed on the natural clayey
sand. Removal of the cobbles and boulders may result in depressions and
rough bottoms in the excavation. The resulting depressions can be
backfilled with compacted backfill or lean concrete.
11. Fill to be placed on the downhill side of the residence must be engineered
by our office prior to placement.
12. Fill should be placed and compacted as outlined in the COMPACTED
FILL section of this report. We recommend that a representative of our
office observe and test the placement and compaction of structural fill
used in foundation construction. It has been our experience that without
engineering quality control, poor construction techniques can occur which
result in poor foundation performance.
13. A representative of our office must observe the completed foundation
excavation. Variations from the conditions described in this report, which
were not indicated by our test pits, can occur. The representative can
observe the excavation to evaluate the exposed subsurface conditions.
E
February 20, 2003
O
XOECHLEIN CONSULTING ENGINEERS, INC
Job No. 03-014 Consulting Geotechnical Engineers
FLOOR SLABS
We anticipate that the residence will be constructed with slabs -on- grade. The
subsurface soils at the floor slab elevations may consist of topsoil, silty clay, clayey sand
or sandstone bedrock. The existing topsoil is not suitable for support of slab -on -grade
floors and must be removed from all construction areas prior to construction. In our
opinion the natural, silty clay, clayey sand or sandstone may support slabs -on -grade with
a low risk of movement. We recommend the following precautions for the construction
of slab -on -grade floors at this site:
1. Slabs may be placed on the natural, silty clay; clayey sand; sandstone; or
compacted fill. All existing topsoil beneath slabs -on -grade should be
removed prior to construction of floors.
2. We anticipate that cobbles and boulders could be encountered at the floor
slab elevations. The removal of cobbles and boulders may result in
depressions and rough bottoms in the excavation. Fill may be placed and
compacted beneath the slabs -on -grade to fill in depressions and act as a
leveling course for the slabs.
3. Slabs should be separated from exterior walls and interior bearing
members. Vertical movement of the slab should not be restricted.
4. Exterior slabs should be separated from the building. These slabs should
be reinforced to function as independent units. Movement of these slabs
should not be transmitted directly to the foundations or walls of the
structures.
5. Frequent control joints should be provided in all slabs to reduce problems
associated with shrinkage.
10
February 20, 2003
Job No. 03 -014
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
6. Fill beneath slabs -on -grade may consist of on -site soils free of deleterious
material or approved fill. Fill should be placed and compacted as
recommended in the COMPACTED FILL section of this report. Placement
and compaction of fill beneath slabs should be observed and tested by a
representative of our office.
FOUNDATION DRAINAGE
Surface water, especially that originating from snowmelt, tends to flow through
relatively permeable backfill _typically found adjacent to foundations. The water that
flows through the fill collects on the surface of relatively impermeable soils occurring at
the foundation elevation. Both this surface water and possible ground water can,cause
wet or moist below grade conditions after construction.
Since we anticipate below grade areas, we recommend the installation of a drain
along the below grade foundation walls. The drain should consist of a 4 -inch diameter
perforated pipe encased in free draining gravel and a manufactured wall drain. The drain .
should be sloped so that water flows to a sump where the water can be removed by
pumping, or to a positive gravity outlet. Recommended details for a typical foundation
wall drain are presented in the Typical Wall Drain Detail, Fig. 7.
LATERAL WALL LOADS
We anticipate that wails will be planned which may require lateral earth pressures
for design. Lateral earth pressures depend on the type of backfill and the height and type
of wall. Walls, which are free to rotate sufficiently to mobilize the strength of the
11