HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5C LOT ABC LODGE AT VAIL 2005 STREETSCAPE IMPROVEMENTS LEGALDepartrnent of Ommunity Development
75 South Frontage Road, Vail, Colorado 81657
teI 970.479.2139 Jax: 970.479.2452
web: www.ci.vail.co.us
/o1= A,B,c
Design Review Board b/P fo
ACTION FORM
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Project Name: IOITGE AT VAIL STREETSCAPB I}PROVEIiENDRB l{umber: DRB05O3O7
Project Descripdon:
RNAL APPROVAL FOR THE PROPOSED STREETSCAPE IMPROVEMENTS IN FRONT OF THE
LODGE ATVAILTO BE DONE IN CONJUNCTION WIIH THE TOWN STREETSCAPE
IMPROVEMENTS TO GORE CREEK DRIVE
Partlclpants:
owNER LODGE PROPERTIES rNC 061281200s
C/O THE LODGE AT VAIL
174 E GORE CREEK DR
VAIL
co 81657
APPUCANT LODGEPROPERTIESINC 06128/2005
C/O THE LODGE AT VAIL
174 E GORE CREEK DR
VAIL
co 81657
ProjectAddr€ss: 158 GORE CREEK DRVAIL Location:
T74 E. GORE CREEK DR
Legal Description: Lot: A Block Subdivision: LODGE APf CONDO (fttE)
Parcel Number: 2101-082-2100-1
Comments! SeeConditions
BOARD/STAFF ACTIOT{
Motion By: FriElen Action: APPROVED
Second By: Dorward
Vote: 4-0-1 DateofApproval= 0712012005
Conditions:
Cond: 8
(P|AN): 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
(P|-AN): 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 for 20 days following the date of approval.
Cnndl 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
,-t)
and is diligently pursued toward completion.
@nd: CON(M7355
The applicant shall return for approval of the arch design which is proposed to be
located at the eastem end of the Lodge at Vail.
Cond: CON0007356
The applicant shall incorporate iron rings, reminiscent of otd hitching posts, into
the stone bollards.
Oond: CON0007357
The approval of the streetscape lmprovements does not include any approvals for menu
boards or signage.
Planner: WanenCampbell DRB Fee Pald: $250.00
DESIGN REVIEW BOARD AGENDA
July 20, 2005
3:00 P.M.
PUBLIC MEETING
PUBLIC WELCOME
PROJECT ORIENTATION / LUNCH - Gommunity Development Department1. Review of Tamko shake product
MEMBERS PRESENT
Joe Hanlon
Pete Dunning (absent following item # 8)
Margaret Rogers
Lynn Fritzlen (absent following item #14)
Sherry Dorward
stTE vtstTs
MEMBERS ABSENT
11:00am
1:00pm
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
Breakaway West - 963 Lions Ridge Loop
Brooktree Townhomes - 980 Vail View Drive
JEC Residence - 1386 Buffehr Creek Road
Webb Residence - 1813 Lionsridge Loop
Peterson Residence - 1969 Circle Drive
Schaetzel Residence - 2566 Arosa Drive
Dantas Builders, lnc. - 1772, 1778, 1788 Alpine Drive
Ptarmigan Townhomes - 1975 West Gore Creek Drive
Lionshead Arcade Condominiums - 531 East Lionshead Circle
Vail Resorts - 616 Lionshead Circle
9 Vail Road - 9 Vail Road
Village Inn Condominiums - 100 East Meadow Drive
Village Inn Plaza - 68 East Meadow Drive
Firstbank of Vail - 17 Vail Road
Vail Chamber Business Association - VailVillage
Tivoloi Lodge -Tamko shake product
Lodge Apartment Condominiums - 174 East Gore Creek Drive
Lodge South Condominiums - 200 Vail Road
Musson Residence - 2460 Bald Mountain Road
Hess Residence - 122O Ptarmigan Road
Racquet Club Condominiums - 4695 Vail Racquet Club Drive
Driver: George
PUBLIC HEARING - TOWN COUNCIL CHAMBERS
1. Lindsey Residence DRB05-0327
Conceptual review of a residential addition
3947A Lupine Drive/Lot 2A, Block 1, Bighorn Addition 1
3:00pm
Elisabeth
Page 1
Applicant Doug Lindsey, represented by Sean Garrett Architecture
Conceptual revigw, no vote
2. Webb Residence DRB05-0301 Warren
Final review of new construction (new primary/secondary residence)
1813 Lionsridge Loop/Lot 5, Block 3, Lionsridge Filing 3
Applicant John Webb, represented by Dauphinais Moseley Construction, Inc.
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SEGOND: Dunning VOTE: $0-0
3. Vail Chamber Business Association DRB05-0329 Warren
Conceptual review of a proposed amendment to the Vail Village Master Plan
75 South Frontage Road/unplafted
Applicant: Vail Chamber Business Association, represented by Kaye Ferry
Gonceptual review, no vote
4. VailResorts DRB05-0280 George
Final review of new construction (ticket office and loading facilities)
616 Lionshead Gircle/Tract C and D, Lionshead Filing 1 and 2
Applicant Vail Resorts, represented by Bill Kennedy
AGTION:MOTION: SEGOND: VOTE:
GONDTTTON(S):
5. Vail's Front Door DRB05-0269 George
Final review of new construction (skier seMces building, ski club, thirteen residences,
parking and loading facility)
145 & 165 Vail Road/Lots 1 and 2, Millcreek Subdivision
Applicant Jack Hunn, representing Vail Resorts
ACTION: Approved with Gondition(s)
MOTION: Hanlon SECOND: Doruard VOTE: $0-0
coNDrTroN(s):
1. Sign program...
2. Resolution to stone
3. Integrated ped and vehicular plan...
4. Comprehensive lighting plan...
6. SchaetzelResidence DRB05-0285 Matt
Conceptual review of exterior alterations (exterior materials and windows)
2566 Arosa Drive/Lot 5, Block C, Vaildas Schone Filing 1
Applicant William and Barbara Schaetzel
Conceptual review, no vote
7. Village lnn Plaza DRB05-0295 Elisabeth
Final review of a sign
68 East Meadow Drive #3/Block 5D, Village Inn Plaza
Applicant Vail Village Inn, Inc., represented by Josef Staufer
ACTION: Approved
MOTION: Hanlon SEGOND: Dunning VOTE:5-0-0
8. Musson Residence DRB05-0298 Elisabeth
Page2
Conceptual review of a residential addition (master suite)
2460 Bald Mountain Road/Lot 20, Block 2, VailVillage Filing 13
Applicant Paul and Elisa Musso, represented by Mosaic Architects
Conceptual review, no vote
9. JEC Residence DRB05-0302
Final review of new construction (single family residence)
1386 Buffehr Creek Road/Lot G-2, Briar Patch Subdivision
Applicant: Kemil Rizk, represented by Zehren & Associates
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SECOND: Dorward VOTE:4-0-1
Elisabeth
10. Lionshead Arcade Condominium Association DRB05-0303 Warren
Final review of a minor alteration (new stairs)
531 East Lionshead Circle/Lot 3, Block 1, Vail Lionshead Fling 1
Applicant: Lionshead Arcade Condominium Association, represented by Fritzlen Pierce Architects
AGTION: Approved
MOTION: Hanlon SECOND: Dunning VOTE:5-0-0
11. Firstbank of Vail DRB05-0308 Bill
Final review of a minor alteration (roof overhangs, exterior material changes, landscaping)
17 Yail Road/Lot G, VailMllage Filing 2
Applicant Firstbank of Vail, represented by Snowdon and Hopkins Architects, PC
ACTION: Approved
MOTION: Hanlon SEGOND: Dunning VOTE:5-0-0
12. Lodge Apartment Condominiums DRB05-0307 Wanen
Final review of a minor alteration (streetscape improvements)
174 East Gore Creek Drive/Lot A, Lodge Apartment Condominiums
Applicant: Lodge Apartment Condominium Association
AGTION: Approved with Condition(s)
MOTION: Fritzlen SEGOND: Dorward VOTE:4-0-1
coNDrTroN(s):
1. The applicant shall return for approval of the arch design which is proposed to be located at
the eastern end of the Lodge at Vaal.
2. The applicant shall incorporate iron rings, reminiscent of old hitching posts, into the stone
bollards.
3. The approval of the streetscape improvements does not include any approvals for mEnu
boards or signage.
13. Hess Residence DRB05-0344 Warren
Final review of a minor alteration (living room addition and revised entry)
1220 Ptarmigan Road/Lot 2, Block 8, Vail Village Filing 7
Applicant: Ronnie and Donald Hess, represented by Nedbo Construction
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SEGOND: Fritzlen VOTE:4-0-1
14. Lodge South Condominiums DRB05-0306 Bill
Conceptual review of a residential addition (major exterior alterations)
200 Vail Road/Lot 2, Lodge Subdivision
Applicant Lodge South Condominium Association, represented by Mauriello Planning Group, LLC
Page 3
Conceptual review, no vote
15. Dantas Residence DRB05-0299 Elisabeth
Final review of new construction (single family residence)
1788 Alpine Drive/Lot 12,Yail Village West Filing 1
Applicant: Dantas BuiHers, represented by Michael Pukas
AGTION: Approved with Condition(s)
MOTION: Hanlon SECOND: Rogers VOTE:3-0-2
coNDrTroN(s):
1. Prior to Gommunity Development approval of the building permit plans for Lot 12, the applicant
shall ensure that the acoess easement agreement is recorded with Eagle Gounty.
2. Prior to Community Development acceptance of the building permit plans, the applicant shall
submit to the Town of Vail professionally-engineered and stamped drawings of all walls on the
site that are proposed to be greaterthan fourfeet in height.
3. Prior to Community Development acceptance of the buiHing permit plans, the applicant shall
submit CDOT or professionally-engineered designs of the guardrail.
4. The applicant shall appear before the Design Review Board on August 3, 2005 with a
landscaping plan reflec{ing the addition of appropriately irrigated landscaping between the
retaining wall benches bridging lots 11 and 12.
16. Racquet Club Condominiums DRB05-O237 Matt
Final review of a minor alteration (revised landscape plan)
4695 Vail Racquet Club Drive/Lot 1, Vail Racquet Club Condominiums
Applicant: Racquet Club Owners Association, represented by John Russell
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SECOND: Dorward VOTE: $,0-0
17. Village Inn Condominiums DRB05-0281 Bill
Final review of a minor alteration (re+oof)
10O East Meadow Drive/Lot O, Block 5D, VailVillage Filing 1
Applicant Village Inn Condominium Association, represented by Red Eagle Construction
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SECOND: Fritzlen VOTE:5-0-0
18. Brooktree Townhomes DRB05-0314 Elisabeth
Final review of a minor alteration (re-roof)
980 VailView Drive/Block B, Lion's Ridge Filing 1
Applicant: Brooktree Townhome Association, represented by TNT Specialty Constructors, Inc.
AGTION: Approved with Condition(s)
MOTION: HANLON SECOND: DUNNING VOTE:5-0-0
coNDrTroN(s):
1, At the time of construction, the applicant shall cover the proposed black EPDM roofing material
with a natural rock ballast.
19. Breakaway West DRB05-0340 Bill
Final review of a minor alteration (new siding)
963 Lions Ridge Loop/Lot 83, Block B, Lions Ridge Filing 1
Applicant: Breakaway West Association, represented by Thomas Brunn
ACTION: Tabled to August 3, 2005
MOTION: Hanlon SECOND: Doward VOTE:3-0-2
Page 4
20.9 Vail Road DRB05-0325 Etisabeth
Conceptual review of a minor alteration (landscaping, exterior material change)
9 Vail Road/Lot A, Vail Village Filing 2
Applicant: 9 Vail Road Homeowners Association, represented by RAL Architects
Conceptual review, no vote
21. ftarmigan Townhomes DRB05-0333 Etisabeth
Final review of a minor alteration (landscaping changes)
1975 West Gore Creek Drive/Lot 1, VailVillage West Filing 1
Applicant: Ptarmigan Townhome Association, represented by Calvin Beck
ACTION: Approved with Condition(s)
MOTION: HANLON SECOND: DUNNING VOTE:5-0.0
coNDrTroN(s):
1. Prior to October 15, 2005, the applicant shall replace the dead aspen tree at the north side of
the parking lot adjacent to Unit 5 with one new aspen tree of a three inch (3") caliper or greater
size in the same location.
22. Peterson Residence DRB05-0203 Elisabeth
Final review of a minor alteration (re-roof)
1969 Circle Drive/Lot 30, Buffehr Creek Subdivision
Applicant: Richard Peterson
ACTION: Approved with Gondition(s)MOTION: SECOND: VOTE:
coNDrTroN(S):
Staff Approvals
McHenry Residence DRB05-0273 Matt
Final review of a minor alteration (landscaping)
1483 Aspen Grove Lane/Lot 1, Ridge at Vail
Applicant: Rick McHenry
Swearingen Residence DRB05-0319 Elisabeth
Final review of a minor alteration (repaint)
5030 Prima Court/Block 0565, Sundial Subdivision Phase I
Applicant: Robert Swearingen
Kronenberg Residence DRB05-0337 Warren
Final review of change to approved plans (deck addition)
1418 Lions Ridge Loop, Unit S/Lot 5D, Vail Point Townhomes
Applicant: Michael and Jennifer Kronenberg
Fischer Residence DRB05-0336 Bill
Final review of change to approved plans (master bedroom and bath addition)
4315 Bighom Road/Lot 6, Block 3, Bighom Subdivision
Applicant: Steve Fischer, represented by John G. Martin
Reiss Residence DRB05-0322 Bill
Final review of a residential addition (living room addition)
63 Willow Place, Unit 3/Lot 43, Block 6, VailVillage Filing 1
Applicant The Richard and Bonnie Reiss Trust, represented by K.H. Webb
Page 5
Bridge Street Associates, LLC DRB05-0335
Final review of change to approved plans (landscaping)
303 Gore Creek Drive/Lot 7, Block 5, VailVillage Filing 1
Applicant: Shepherd Resources, Inc.
Poncher Residence DRB05-0309
Final review of a minor alteration (deck repair)
4298 Nugget Lane/Lot 1, Bighorn Estates Subdivision
Applicant Poncher Family Trust, represented by Cohen Construction, Inc.
Cagle Residence DRB05-0334
Final review of a minor alteration (deck extension)
1517 VailValley Drive, Unit 2/Lot 12, Block 3, Vail Valley Subdivision
Applicant Reed and Donna Cagle, represented by Crossing Jordan Development Inc.
Gore Creek Place LLC DRB05-0347
Final review of change to approved plans (window changes and landscaping changes)
825 West Forest Road/Lot 3, West Day Lot Subdivision
Applicant Gore Creek Place LLC, represented by Todd Goulding
Purchase Residence DRB05-031 5
Final review of change to approved plans (new window)
1310 GreenhillCourt, Lot 7, Glen Lyon Subdivision
Applicant: John and Laura Purchase, represented by Mike Lauterbach
Vail Mountain Operations Office DRB05-0345
Final review of a minor alteration (new air conditioning units)
450 Lionshead Circle/Block 1, Vail Village Filing 1
Applicant: Michael Hecht, represented by Vail Resorts Development Company
Burrow Residence DRB05-0098
Final review of a residential addition (living room addition and garage expansion)
3967 Lupine Drive/Lot 1B, Block 1, Bighorn Subdivision.
Applicant William Burrow, represented by Morter Architects
Massa Residence DRB05-031 7
Final review of change to approved plans (dormer modifications)
400 East Meadow Drive, Unit 7/Lot 5D, VailVillage Filing 1
Applicant Jorge Massa, represented by Michael Suman
Rojas Residence DRB05-031 8
Final review of change to approved plans (deck enclosure)
400 East Meadow Drive, Unit 6/Lot 5D, VailVillage Filing 1
Applicant Enrique Rojas, represented by MichaelSuman
Vail Service Stations LLG DRB05-0316
Final review of a minor alteration (landscaping changes)
21 54 South Frontage Road/Unplatted
Applicant Mary Caster
Bitl
Matt
Elisabeth
Elisabeth
Warren
George
Wanen
Matt
Matt
Page 6
Bitl
Dantas Builders, Inc. DRB05-0323 Etisabeth
Final review of a minor alteration (driveway and excavation)
1772, 1778, 1788 Alpine Drive/Lots 10, 11, 'l2,Yail Village West Fiting 1
Applicant Dantas Builders, Inc.
The applications and information about the proposals are available for public inspection during regular office
hours in the project planne/s office, located at the Town of Vail Community Development Department, 75
South Frontage Road. Please e,all479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call 479-2356.
Telephone for the Hearing lmpaired, for information.
PageT
I0t4n#
Application for Design Review f', ,=:" " t,'
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 97 0.47 9.2139 fax 970.47 9.2452
web: www.vailgov.com
General I nformation:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submiftal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Descriptlon of the Request: Eecavaf'an oi SiJeru,,lr< 41p.,<
qnTg Ceeall-
Physical Address:ft.l E.Go"oCreaVbQ. V,^.( co *t6s*
Parcel No.: Zlo, oSzt I oo I -'> (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
€>Zoning: PoD ztorE,x24l o2-?.
Name(s) of Owner(s):
,lujj
Locatlon of the Proposal: Lot: lI& Block: NA- Subdivision:
v
Trtw
o
a
W
0
\,
q1o. qft, skrt
Mailing Address:
Name of Applicant:
Mailing Address:
Owner(s) Signatu re(s):
Scr-*t-e
Phone: 477 , g Xo t
E-mailAddress:Cviol. O rlaltrcsoA*.car,". Fax:,(7+ -V7tl3
'.- l4m;Ar,;ril. -- $A)/, (multi-family/commercial) )
Type of Revlew and Fee:
. Signs. Conceptual Review
. New Construction. Addition
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
$50
No Fee
$650
$300
$20
PluS $1 .00 per square foot of tot'al sign area.
For construction of a new building or demoirebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
For
Fee Paid:
Meeting Date:
Planner:
DRts No.:
l%ge 1 of 12lMlO1lO4
D€dO{. oaoT
l, (print nanrq V.eLvles Vfo(^, a joint owner of property located at (address/legal
JOINT PROPERTY OWNER
WR ITTEN APPROVAL LETTER
description)
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
\,A/pffi
//
6 /zt/os
(Date)
Page 2 of 12104101104
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March 21. 2006
Mr. Sid Lapidus, President TIAND DELIVERED
Lodge Condominium Association
Dear Mr. Lapidus:
This letter is to request a review of the streetscap€ plan for the Lodge Promenade as it
relates to the landscaping and metal tuellis, the *Garden Gate Arch" on the East end of the
Promenade.
It is my request that we meet to review the gate location and bee location on the path to
the Wildflower Restaurant. I am requesting tbat no Iandscaping be completed that would
block site lines to display windows on both the East and North side of rhe squash
Blossom store.
I anxiously await your response.
John
cc:
P,uo.
Charlie Viola
Vail Resorts
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o Vai:. ,-cioiadc 3 I 657
'Vnir- \Jtiatri
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3Qo'?66U^
LODGE RETAILERS ASSOCIATION
March 16, 2006
Mr. Sid tapidus, President
Lodge Condominium Association
Dear Sid:
HAND DELTVERED
This l-etter has been compiled by the Lodge Retailers
Association and signed by the retailers on the Lodge
Promenade. The retailers of the lodge promenade are very
concerned as to the status of the wall project this spring.
The retailers are reguesting that the Board of Directors of
the Lodge Condomini.um Association approve the fundi-ng and
participation in this spring's (2006) street project by
removing the wall and interfacing with the Town of Vail's
upcoming project.
We feel there is a sizeable savings to coordinate the
project with the Town's project. We would l-ike to see anyplans that have been drawn and would be happy to participate
in any decision making process.
John
Lodge
Lu; cnfur.)
WALL STREET. SU ITE 235.
970-390-8688
Sincerely,
225 YAIL, CO. Er657
LODGE RETAILERS ASSOCIATION
March 20. 2006
HANDDELIVEREDlv1r. Sid tapiduq President
Lodge Condominium Association
Dear Mr. Lapidus:
I am writing on bebalf of the lndge Retailers Association menbcrship as well as
other conceimed retailers who own properties adjacqd to the Lodge Promenade. We are
entering another year in well over a decads of discussions with lodge Apartment
Condominirm Association to properly address this matter. The matter of the promenade
pmject has also been the subject of the litigation" with the final promise coming under
oath by Chadey Viola of a spocific plan that was in place last May.
Over the last decade plns, LACA has sought input ftom the Indge Retailerq
including LRA members for the project's design and installation. At the last LACA
Annual Meeting the issue again was a matter of costs in a bid received by I-ACA and
LPI throryh Charley Viola We understan<l thrt the bid is now within reason and that
James Bailey has recently requested a finnrrcial commiunent ftom Vail Associates.
LRA and other retailers are therefore dmanding that LACA's Board of Directors
approve all necessary fuding and participation in the spring 2006 steet projecl This
would include removing tbe dilapidatdand dangerous wall and interfacing in all respects
with the Town of Vail's upcoming sreetscape projecl
225 Wdl SElct, Sritc 225 - Yrt CO 81657
9nL39G8688
Mr. Sid Iapidus, Page 2
Regardless of the current costing of LACA's portiou of this important project,
there will no doubt be sizable mvings by coordinating with the Tonm of Vail and its
streetscape Foject We do need to tell you once again that aU rstail€rs will continue to be
impacted directly by the desip and installation of thc lodge at Vail's portion of the
project, and harmed by further delay.
We also request tbat we be able to see the plans that have been draqm and
approved by the DRB and continue to expect to be active participants in the decision
making proc€ss, including the demolition and installation of the project as these matters
affect and impact our businesses directly. Thank you.
Very truly yourq fuvoH
John G. Cogswell, President
Lodge Retailers Association
6'r^fu,r)3
4"#.rFt
[r,*@
\fJ caurtrr(L
TOWN OF VAII, DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD r \ \ r\ \vAlL' co 81657 Ltodl-- c'!\ \'<-'*\
970-479-2t38 ( \\3 S<-
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES \)C-^--\ O 'L\* TT!
\J
ADDiALT COMM BUILD PERMT Permit #: 806-0053
Job Address: I74 E GORE CREEK DR VAIL Stafus . . . : ISSUED
Location.......: THE LODGE AT VAIL Applied . . : 0311612006
Parcel No....: 210108281001 Issued. . . : 04l2ll2W6
lrgal Description: , -/'
Project No ' : P 1('\ Ot': uu6 t"
Expires. . .: 1011812006
ohtNER r_,oDGE PROPERTTES rNC 03/L6/2006 phone: 8l_657
C/O THE I-,ODGE AT VAIIJ
A74 E GORE EREEK DR
VAIL CO
APPIJICANT B & B EXCAVATTNG, INC. 03/L6/2006 phone: 97O-926-33LL
P.O. BOX 1_729
EDWARDS
co 8L632
I-,icense: 166-A
CoNTRACTOR B & B EXCAVATTNG, rNC. 03/l.6/2006 phone: 97O-926-33Lt
P.O. BOX 1-729
EDWARDS
co 8t632
I-,icense: l-66-A
Desciption:
LODGE AT VAIL STREETSCAPE-EXTERIOR STREETSCAPE IMPROVEMENTS
ON FRONT OF BUILDING
Occupancy: Rl,R2,M
Type Construction: III A
Type Occupancy: ??
Valuation: $372,889.71
Fireplace Information: Rbstricted:
Building---- > $2,522 -55 ResNarant Plan Review*>
Plan Check--> 91, 53 9 - 66 Recreation Fee---------- >
Add Sq Ft: 0
# ofGas Appliances; 0 # ofGas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY
S0.00 Total Calculated Fees-> $4,165.21
Ilvesngation->
Will CaU--- >
SO. OO TOTAL FEES
S0.00 AdditionalFees---------->
BALANCE DUE----_>
Payments-----------.----- > 54 , 'l 6 5 . 21
$0.00
$0 - 00
s3 .00
Approvals:
Ttem: 05100 BUILDING DEPARTMEIiIT
o4/ao/2oo6 cdavis Action: coND See attached
corrections list
Item: 05400 PLANNING DEPARTMEI\Ir
03/23/2006 warren Action: AP
Item: 05600 FIRE DEPARTMEMT
04/L4/2006 mcgee Action: DN We need to see
some elevations or sections on the details.
The plans titled Lodge at Vail streetscape Improvement.s(2/24/06) do not reflect the type of vegatation but does
show three " somethings I there.
There are no details on those plans regarding thehydrant.
Do you have some additional information?
WilI this relocation hydraulically affect the new firemain for the Lodge?
I assume core Creek Drive will be heated this fall (and
in perpituity) ? The request to install a "normal hydrant "reguires the surface be heated, including the 4 feet
immediately around the hydrant. I do not see the snowmelt going into the flower bed.
04/20/2006 Mccee Action: Ap permit is approvedwitlr ademdum citing FDC and fire hydrant dated 4/20/06
from applicant .
Email copied as follows:
Permit 805-0053, Lodge at Vail, has been signed off as
approved by the Fire Dept. with the attached pdf ,s as an
adendum to the p1an.
>>> rrChwalek, ilerome (B&B Excavating) ,,
<ilerome. Chwalek@stakerparson. com> 04/20 9:32 A,!1 >>>
Hard copy to follow.
,Jerome Chwalek
Est.imator/Pro j ect Manager
B&B Excavat j-ng
926-33L1 (o) 316-6422 @l
- -- - -Original Message-- - - -
From: Brent lloyd lmailt.o: b1loyd@wenk1a. coml
Sent: Thursday, April 20, 2006 9:02 AM
To: Scott Bluhm (n-mail), Chwa1ek, "ferome (B&B
Excavating ) ; Bob Matarese
(E-maiI)
Cc: I-,oren Flick (E-mail)
subject: Lodge at vail - Hydrant and FDC Diagrams
Scott, iferome, and Bob
Please see the actached diagrams for the permit. Please
Iet us know if
you have any questions .
Bob and ilerome we may take a look at some of the banding
and bollard
spacing to clean up the appearance of things,
Thanks
<<I'2.L - FDe A.pdf >> <<T'2.1 - HYDRANI .pdf>> <<L2.1 - FDC
B.pdf >>
Brent L,Ioyd
Wenk Associates
1335 Elati Street
Denver, Colorado 80204
303 .528.0003
303 .528.0004 fax
bIloyd@wenkla. com
Item: 05500 PITBIJIC WORKS
04/20/2006 CSa1li Action: AP
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 accurare 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 suMivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOTJR HOTJRS IN ADVANCE BY TELEPHONE OR AT OLJR OFFICE FROM 8:00 AM - 4
PM.
OF OWNER OR CTOR FOR HIMSELF AND OWNET
PAGE 2:r**********t ******:t:t*****:t+***:t:t**1.***,*,t******:t**************:t:&:t**********:ft*************:t++****:r:tlt'i't:t :B:t+
CONDITIONS OF APPROVAL
Permit #: 806-0053 as of 04-21-2006 Starus: ISSUED{.+,F{.:k,k***:|.1.{.!*!N.**{.**t.*'3,}**************:Ft!*it*'k'l.{<*{.*****'!*****:f,r'*'t.,F,F********,k,k'r1.'t.**1.1.,N.,**
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03A6t2006
Applicant: B & B EXCAVATINC, INC. Issued: Ml2l/2W970-926-3311 To Expire: lDllSl2C[b
Job Address: 174 E GORE CREEK DR VAIL
Location: THE LODGE AT VAIL
Parcel No: 210108281001
Description:
LODGE AT VAIL STREETSCAPE-EXTERIOR STREETSCAPE IMPROVEMENTS
ON FRONT OF BUILDING
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
tl
Questions? Call the Building Team at 479-2325
Depaftment of Community Development
Project Name:
Prcject Address:
ct
o
o
r' This Cheklist must b omoleM fuforc a Building Permit application is
arcphd.
n All pages of application is complete
o HasDRBapprovalobtained(if required) Provideacopyofapprovalform n/f* 3t* lsit-
a Condominium Association lefter of approval attached if project is a Nutti-ramifly complex ,J l+ 1t< Clkn)LL
s/ Complete site plan submitted
o Public Way Permit application included if applicable (refer to Public Works checklist; T{t P<<- tttr+clOl
{ Stuging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
o
q
o
o
o
a
a
Full floor plans including buibing sections and elevations(S sets of plans for Multi-Family and
Commercial Buildings) V/O
Window and door schedule nJ /A
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection 4o
Fire resistive assemblies specified and penetrations indicated //,c
Smoke detectors shown on plans ^I4
Applicanfs Signaturel
Date of submittal:
Received By:
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Types and quantity of fireplaces rno*n J/4
F:\Gde\,\FORMS\PERMm\Bullding\buildingjermit_l 1-23-2005. DOC Page 2 of 14 Ltl23l200s
ll
*m
ASBESTOS TESTTNG REQUIREMENTS
THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING
ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.
AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION
FOR ALL REMODEL, ADDMON OR OTHER PROJECTS INVOLVING ANY DEMOUTION OR REMOVAL OF BUII."DING
MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE
NO ASBESTOS CONTAINING MATERIAIS ARE EXEMPT.
A COPY OFTHE REPORT MUST BE SUBMITTTD WN}IYOUR BUILDING PERMITAPPUCATION
I
r I have included the asbestos test and repoft with my building permit application
applicant ggnature
OR
date
o I cetifo my project will not disturb or remove more than 160 s.f. of building material. The construction
plans submitted with my application clearly indicate this information. (This will be verified during plan
review, and will delay your project if found to be inaccurate)
applicant signature
OR
date
o The building was constructed after October 12, 1988. The date of construction was
applicant signature date
t
F: \cdev\FoRITIS\PERMITS\Bu|lding\buildingJrermit-l 1-23-2005. DOC
original construction date
Page 3 of 14 tu23lzoos
March 13.2006
Jcrome Chwalek
B & B Excavating
Edr,vards. CO 81632
Dear Jerome:
This letter shall serv'e as LodgeApartment.Condominium Association's (LACA) request
drat B & B proceed with all permit-processes required:b.v theTownof Vail for LACA to
obtain a building permit for the Promenade project. LACA w'ill be responsible for all
permit fees. LACA requests that B & B specifically'request that the Vail waive all
revierv and inspection fees as this project is being driven by the TOV street proj ect and
not b]'a LACA need to construst aI this time.
This leuer is not I.ACA's agreement to proceed with a contract with B & B nor an
aurhorization to proceedbeyond the authority specifically'ganted in this letter. You are
nor aurhorized to incur any cost chargeable to LACA beyond the fees described above.
l'his leuer is for the purpose of authorizing proceeding rvith the permit process only and
shall not bind LACA to any party for construction nor shall it commit LACA to
performing construction.
Sincerely.
,,nf;'j*'
Charley Viola
Executive Assistant Manager
.*.Sr
Rcrt--i<liescnrs
174 llast Corc Crwk Dnr c' Varl' Cl'ltrrat{o Slir37' USA
lel"'phone (e70) {76-5011 F rc<inrile (-970) 176-7i15
IniCrnt't: tsl{rr,ltrtigr.':rtt .!il.{OOr Dfuvi,
VAIL
fi=AfenLE\zlEu
ilAR 15
TOWN !E
til
F[
h
w
B&B
B(CAVATING
P.O. Box 1729
Edwards. CO 41632
(9701 926-33rr
FAX: l970l 926-2344
April 20,2006
Town of Vail
Community Development
75 S. Frontage Rd.
Vail, CO 81657
Attn: Charlie Davis
Re: Lodge at Vail merchant access
Access to the Lodge at Vail shops will be closed to the general public during the construction process.
B&B Excavating will accommodate any owner or personnel on a limited basis if notice is provided in
advance. Personnel will be assisted and gain access as shown on the attached plan. The Lodge
entrance will be accessible and open to conform with egress/fire dept. requirements only.
#"1/-,-4
Project Manager
lE n n, r= r--\-lE ll \v/ ie l_\
llI
2 0 2006 ll//
YJ
OF VAIL
iq /r\l
APR
TOWN
IDt(
lI}
ll
oo 86 3tl t I Yr
-ffirA--.- I .-7
75 S. Frontage Rd.
Vail, Colorado E1652
Separate Permlts are required for
110-1U-33tt: i1o - ?tb-
"a,.1
COMPLETE VALUATIONS FOR BUILDING PERMIT & Materials
BUILDING: $ELECTRICAL: $orHER: $ 31",lEl 7!
PLUMBING: $MECHANICAL: $rorAL: $ 3'72 881 Y
For
FOR OFFICE USE ONL
Parcel # Conbct Assessorc Office at 970-328-8610 or visit
T* il ol oTzyt 6b (
JobName: -t t'T*e, Le61tq- a-r VnA-t
Job Address:, 4 L bsr, (!rrl*. i*rl cD
Legal Description l.-',t: frlllero"rC |1llrlri"s/n r)I fl tuoo,r,",o n lswLA,aDrd;J
.o#i*i,il8il.?^rfuouAspcryenl *lleaa Fffi"sst- ttso
nrcnitecuog[9151i fu&\ib ffaffttt^."rr }$trA Co Sozol tl3f. 67A- 6D6b
Engineer:Address:Phone:
Detailed description of work:
ttr<-can!- 6rw.ru^*-Iqat,*+"lrs d^l +&,Jr of €llo6. J"r,, Z. (o, G<L fu .
WorkClass: NewQQ Addition( ) Remodel( ) Repair( I Oemo(!) Other( )
Work Type: Interior( ) Exterior (f,) Both ( )Does an EHU exist at this location: -Yes ( ) No ( )
Typeof Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial f() Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: 51 No. of Accommodation Units in this building:
No/TypeofFireplacesExisting: GasAppliances( )GasLogs( )Wood/Pellet( )WoodBurning( ) ,.lln
No/Type of Fireptaces Proposed: Gas Appliances ( ) Gas Loss ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED) I
Does a Fire Alarm Exist: Yes CF) No (Does a Fire Sprinkler System Exist Yes (vD No (
UAR 15 2006
TOWN AE VAlt
F:\dev\FoRl.lS\PERMm\Building\buildingJ)ermit-l 1-23-2005.DOC
tl
BUILDING PERMIT ISSUANCE TIME FRAME
. If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval,
a Planning Deparbnent review or Health DeparUnent review, and a review by Sre Building Departrnen! the
estimated time'for a total review will take as long as three (3) weeks.
All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum
requirements. Residential and small projects should take a lesser amount of time. However, if residential or
smaller projecb impact the various above mentioned departrnents with regard to necessary review, these
projects may also take three (3) weeks to review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time ftame. I also understand that if the permit
is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may
affect future permib that I apply for.
Agreed to by:
Project Name: t'#t
rl
Date: SglDb
F:\cdev\FORMS\PERMm\Buildlng\bulldingJermit-l 1-23-2005.Doc Page 4 of L4 tLl231200.5
tl
,*M
Town of Vailsurvey
Community llevetopment Depattnent Russell Forrestr Director,(97|J)479-2139
:
Check all that apply
Dah:
1. Which Department(s) dld you contact? Building_ Environmental Housing_Admin_Plannlng_DRB_PEC_
2. Was your initial contact with our staff immediate_ slow_ or no one available ?
3. If you were required to wait how long was it before you were helped?
21. Was your project reviewed on a timely basis? Yes/No
If no, why not?_
5. Was this your first time to file a DRB app_PEC app_
Bldg Permit N/A_
6. Please rate the performance of the staff person who assisted you:
54321(5ishigh)Name:
responslveness, availability)
7. Overall effectiveness of the Front SeMce Counter. 5 4 3 21 (5 is high)
8. What is the best time of day for you to use the Front Seruice Counter?
8. What comments do you have which would allow us to better serue you next Ume?
Thank you for taking the time to complete this suruey. We are committed to improving our service.
(knowledge,
F:\cdev\FORMS\PERMITS\Building\buildingu)ermit-l 1-23-2005.DOC Page 5 of 14 Lrl23l200s
tl
TUIATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete toft are available upon request)
CODE 5-2-10: DEPOSITSON 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
steet, sidewalk, alley or public place, or any portion thermf.
Nodce; Abatement: The Director of Public Works may notiff 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 notifled 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
materlal to be removed from any street or alley at the expense of the notified.
Summons and Penalty: As an altemative 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
14-1 of this code.
Notice and Penalty: It is unlalvful for any person to fail or refuse to comply with the noUce of the Director of Public
Work 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 ofthis Code. (1997 Code: Ordinance 6 (1979),
CODES 7-34-L AND 7.3A.3: PARKING OBSTRUCTING TRAFEIC & 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(1s68) $ 1)
Whenever any police'bfficer 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) 5 3: Ord. 28(1981) 5 1)
I havc read and will comply with the above code provisions:
Position or Relationship to Projoct:Ir
Datesigned: ?l6lo b
F/cv€ryoncforms/bldp€nn7
F:\cdev\FORMS\PERMITS\Bullding\building-permit-l 1-23-2005.DOC Page 10 of 14 LLl23l200s
ll
Vail 2005
m Vail Village and Lionshead Village Construction Hours
,*ffiffl Information Handout
Problem Statement
The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each
year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely
upon our guest to generate revenue. Our summerA,vinter guests expect a pleasant experience while in Vail.
To insure that all of the proposed construction has as little negative impact on the community and on our guest as
possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Mllage Constuction
Hours Handout.
It would be inesponsible for the Town of Vail, the Construction Contractors and the Merchants, to not actively participate
to minimize the impact of construction in the Vail and Lionshead Village areas.
New for 2004-2006 will be the Vail Village Streetscape lmprovement Project. Work to include all utility related
improvements, streetscape, drainage, snowmelt systems and landscaping.
All construction projects and/or remodels within the Vail Village Gore Area should contact Scott Bluhm
Town of Vail Streetscape Coordinator at970477-3418 forfurther information.
Givens
The following givens are intended to provide the basicfoundation bywhich construction will be completed in flreMllages:
. The public's health, safety and welfare shall be honored at all times.
r Adequate pedestrian, loading/delivery, vehicle, and emergency vehicle access and circulation shall be maintrained.
r Roadways and pedestrian walkways shall be kept clean and free of dirt and debris.
. All construction deliveries, equipment, tools and materials entering the Vail Village and Pedestrian areas must go
through Check Point Charlie. All Lionshead construction activity must go to the Vail Police Department for a
parking permit. Do not use delivery zones for construction parking, refer to approved staging plan or make other
anangements for parking.
o The hours of Outside Construction Activity shall be as follows:
- April 15-June25 &September6- November 18,7 a.m. until 7 p.m., sevendays aweek.
June 30 thru September 2, work must end by 4:00 p.m. on Fridays.
November 14 - April 15, 2006 work allowed within daylight hours only.
- Deliveries shall be restricted to the hours of 7 a.m. to 1 1:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on
Bridge Street.
- Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code
Enforcement at Checkpoint Charlie.
- No construction activity shall occur on Saturday or Sunday between June 27 and September 4.
- No outside construction activity shall occur on the following dates:
Saturday January 15, Sunday January 16, and Monday January 17 (Martin Luther King)
F:\cde,r\FORMS\PERMITS\Building\buildingJrermlt-11-23-2005.DOC Page 11 of 14 7L12312005
Ghwalek, Jerome (BB Excavating)
From:
Sent:
To:
Cc:
Subject:
Mike McGee [MMcGee@vailgov.com]
Thursday, April 20, 2006 10:12 AM
Chwalek, Jerome (B&B Excavating)
Charlie Davis; Chad Salli; David Rhoades; John Gulick; JR Rulapaugh; Leonard Sandoval;
Mike McGee; Mike Vaughan; Pam Brandmeyer; Scott Bluhm; Stan Zemlet Tom Kassmel
Re: FW: Lodge at Vail - Hydrant and FDC Diagrams
Permit 806-0053, Lodge at Vail-, has been signed off as approved by the Fire Dept. with the
^1-1-,r.hF.l rrdFr c :c rn :dan^rrm l-n t- ha nl =nrv srrs lJrurr.
>>> "Chwafek, Jerome (B&B Excavating) ".:Jerome . Chwal-e k@ s ta kerparson. com> 04/20 9:32 AM >>>
Hard copy to fol }ow.
.Jerome Chwalek
Esl- i m: | ^r / Pr.\i F.-f Mr_ _ _ _--nager
B&B Excavating
9?-6*33LL (o) 31 6-6422 (c)
---- -Or i dinal Ma<<i
From: Brent J.loyd Imailto: bIloydOwenkla. com]
SenL: Thursday, April 20, 2006 9:02 AMTo: Scott Bluhn (E-mai1); Chwalek, Jerome (B&B Excavating); Bob Matarese
(E-maiI )Cc: Loren Flick (E-maif )Subject: Lodge aL Vail- - Hydrant and FDC Diagrams
Scott, Jerome, and Bob
Pl-ease see the attached diagrams for the permit. Please fet us know if you have anyquestions.
Bob and Jerome we may i-ake a l-ook at some of Ehe banding and bol -tard spacing to cfean up
ihn :nncj rrn-a ^f th'- -..J-ngs -
tnarrKS
.-<L2.I - FDC A.pdf>> <<L2.1 - HYDRANT.pdf>> <<L2.t - FDC B.pdf>>
Brent lloyd
Wenk As s oci at es
13 -15 Elati Street
Denver, Co 1 c,rado 80204
303.628.0003
303. 628.0004 fax
hl I ntzdl?uronlzl: anm
,., Pn-t Q^lHr.tf . owne,r ot w"4 ICZ'/17
*Retnil Stctrel actrrowtedge that I have bern informed that cOnstntEtion
t{)?" y1t-} r-G'l
47q- tl )B
Slr. Cbarlic Daris
('hief Bnilding OffFcial
l'owfl of Vail ltuilding l)epartment
Dear lur- Davis:
Bob'oo53
(the
Gorethe
Creek Drive Promenade and the Town of Vail Streetscape Projes,t will
about Aprit ?4, ?006 and last apprrximately six weeks
l lirrther acknow,ledge that, in order to ac{ommodate the
Store will not be open f<n husiners for thirty days, trcginning April ?4' 2fi)6
will have limited brrt reasonable sccess to fhe RAail Store during the thirty c
do so under the direction of R&R t'lxcavating B&R F.xcavaiing shall
the Retail Stclre, hut no retail brrsines* shall he conducte'd within the Retail
April ?4- 20tt6 throrrgh May ?4, ?Ot)6 Acctss ltl the Retail Store will
purposert a* minnr offtce work, rrpkeep and cleaning
the Retail
ownef
but will
acce$s to
tore from
for srrch
I intend to reopen the RetaiJ store for business on May 25, 2006 | | firrthet_
acknowledge that occupancy to the Retail Store will be at the discretion of tfle Town of
Vail tlilding Safety and inrpection Services, whicb will recluirc an inspeqtion to be
pe.rformed and an approval to (rccupy the Retail Store beginning May 25" 2006'
0*,-t E- L+h" t [-
Priut Name
/)ffiq;,ry
Dated: April /,{,zottc,
h".$[*-
Retail lihop Narn
c./ v ct
12800? r l
e9be6LbaL6ral-x9ei@9e6aL6 sl-]3Hrtog :1^to8l 6E : aT g@-le-Udu
trR.%.2grj/6 42tgPn GMFIE-D & I.€CHT
Mr. CharlicDsvis
ChiefBuildiDs Officinl
Town of Vail BuildingDc?artuBs
DcaMr. Dalts:
NO.H P.Z
,,Cxgncrhilu #*a*Retail Storc"), acluowledge that I havc trm info
Creek Drive Prcmrdo and thc Tocm of vail Streetscape Projcct wlll
obort Apcil 24, 2006 md laet rppruimitcly sir wccks-
I firrrbcr rcknowledgo thaq in ordcr to apcsmraodato the constuctioo,
Stme will not bc opcu for brueiness frr thifiy deyr, beginning Apti,l24,2OM.
*'ill havc linitod btrt rcasonable access to tre Rcfail Stort during tbc ftirty daysr
do so und€r the direction of B&3 Ereavetiag, B&B Excavating sbqll oontrol
thc futail StoF, but no retrail blxincss shall bc couArstcd within fre Robil S
Aprilz4\ 2006 tbrough Wy 24,2AA6, Acceee m &e Retail Storc wiil bc
puryoses as ninor ofrcc worl upkeep and clcaning
I iatcnd to reqp€d tho Rctail Stre for busincss on lvfey 25,2006.,
aoloowtedgc tlat occupancy to the Ratail Storr will bc at the discretim of ttc
Vail Buil.lhg Sdcty md Inspcctiou Sen'lces, rvhich will reqrdre an
and an approwl to occupy the Reiail Stoc bcglaaing May 25, 2fi)6.
tDhAtS
navelx tottAb,zrlle
Rctait
owner
utwill
ss to
fiom
guph
firrthcr
om of
4z?'d
rrScwl-rl
e9be6LbB,L63OL x96@9e6aL6 sl-]3HIIOg :l^l0ul 6S :atr g@Aa-Ze-E#
Mr. (lharlie Davis
Chicf Ruilding (Xficial
lbrvn of Vail Building Dcptrlnrcnt
Dear Mr. f)avis;
.- \'
r. (jxgst cr-_I*ru_ T$,G .;'.__ (thc
tJre Ciorc"llctail S torc"), acknowlctlge that I hirvc been infortncd tha[ t:olsttuctiou cul
Crcck l)rivc Pronrqrrade and thc'l'orvn of Vail SLn:ctscapo l\o,iect will cotlttncncc on or
abont April 24,2006 iurd lzrst approxinrately six wocks-
I lblthcr acknou,lcdgc that, in orclcr to accorrrrnodirtc the consturction, thc lictail
Storc ',vill not bc t4rcn for husincss for thirty dnys, beginning April 24, 2006. 'l'hc orvnct
will h:rvo limited but rcasorrablc accosii to thc l{ctail Storc cluring the thirty days, btrt will
{tt so undcr the dircction ol Lt&13 Ex.cirvaLirrg. B&.8 li.xcavating shall control access k)
thc lletail Storc, but no rctail llrsiness shall be concluctcd within tho lletail Storc frorn
Alrril 24, 2006 through May 24,2006. Acccss to the Rctail Store will bc lbr suoh
purposos as rrritxlr olfice worl<, trpkcelt and clcaning.
I intcud to reopcr) thc lletail Stor:c lbl busincss on May 25' 2006. I furlhcr
ackrrowlodge that oocupaucy to thc lletail Stolo will bc at tho disct'ctior of the'fown of
Vail tiuikling Strfcty and lrrspcctiorr Scrviccs, rvhich will tccluirc att inspcctiorr to bc
per'lbnncrl and an approverl to occupy thc ltetail Storc bcgiruriug May 25, 2006.
@{.to
Iletail Shop Nanrc
Datctr: Apr-l l$ruor,
t28{nl 2
Hpn 2.f OG O4: 3Op Ron l,Je i nste i nA7R.24.4% 1:53PI'I GRRFIA-D & HECHT
s?o -9e6 -77?,+
t{).7C4
Mr. Charlic Davis
Cbicf Buildirg Official
Toua of Vait Building DeEartneot
DoarMr. Davie:
I, trrN w"tNTllzlal*Rctail Storo), ac'browledgs 6rr I
Crtek Drivc homenadc and ths Toqm Of Vail Strcetsoape Projecr will ootnm€noe on or
about April 24,2006 and last app(oxinatelysix wecks.
I frrhcr actnowlcdgc tha! in ordcr to eccommodatc the constuctioq thc R.stail
Store will mt bs opcn ftr bucinsss for thirry days, bcginning ADnlZ.,2005. Tbc ovmer
will havc limited brut reasonable acccss to the Rstail Siore during tbc thirty daye, but will
do so uodcr tbe dirwtim of B&B Excrvatbg. B&B Excarmring stdl contol ecccts to
rhe Rctdl Storc" but no rctril busilcss shall bc conductad withir the Retail Srorc frorn
April 24 2006 tbrougb lvtey 24,2006. Aoctss to tbt Reail Storc will bo br guch
plrrposes as minm ofice wodq upke,cp and clcaning.
I inteud to rcop€o tlre Renil Store for business ou May 25,2A06. I fir&er
achrowlcdgc tbat ocarpancy b thc Rltail Stop will bc at tbe dircrction of the Town of
Vait Building Safcty ud lrspecrion Sewiccs, which will rpquire ur inrpection to lre
performed and an apprwal to occupy the Reail Store bcginning May 25' 2006'
p.1
P.3
,D
owner of E4YY - g"
baen bftrmed that cbnsgustioa on tbc Gore
PorY
Rctail ShopName
Darca: lrpa -[,zoo|
u&t0r_2
Mr. CharlieDavis
Chief BuildingOffcial
Town of Vail Building Oeeartment
DearMr.Davis: Pnfnr.a
t, Joil* Ga^sulELL , owner of
"Retail Store), rknowledge tha I have been informed that constrrrrction on the Gore
Creek Drive Promenade and the Town of Vail Sfeescape hoj€ct will commere on or
about April 24..2M and last approximarcly six *eeks.
I filrth€r rcknowledge lhat in order to rcommodate tk constnrction, the Retail
Storc will nd be opm for hrsiness for thirty days, begiming Aqil24,2fi)6. The owner
will have linit€d h* rcasodlc ffi to trc Rriail SldG fuiry fu lfrtry drys' h will
do so rmder the direc*ion of B&B Excawing. B&B Excagiry Soll cudtol m to
the Retail Stfl€, hi rc rctail hsilm sh|l be cmdrrted wi6in the Retail Stor€ ft]om
A1r.ll 24,2006 tfuu4h |llary 24,2ffi. Aocess to tre R€tail Store will be for such
purposcs as minaotrce nmdq qkocpadchaiq"
I intend to rEqcn fre Rfilail Stnc for hsincss m May 25,20/.J5.. I fifiher
acknonrledgs 1ft4 oswmc'' to fu Retail Store will be d the disctttion of the Torrn of
Vail Buildirg Saftty d hsedim S€nrh6, whi& will rGFiE m irydfun b be
performd ad m ryrnd to ooryy fuRaail$rc@irnng }{ly25,ffi.
Foro, c-a Cearuj trrL
Dated: April 9.[,2006
, +l-
0^t tT *tL6
Retail ShopNanre
trGEllvtr[il
APR 25 2006
lU
TOWN OF VAIL
n
tnl
l(
|lll
lzytrz 2
Apr 25 06 12:18p PH|L HOVERSTEN (e7o) 47
Mr. Charlie Davis
ChiefBuilding Official
Town of Vail BuildingDePartment
DearMr. Davis:
p.2
I L (the
I further acknowledge that, in order to accommodate the constructioq the Retail
Stor" *iU not be open f"t Uu.i"""i for thirty days, beginning Nrl.24'.20O6' The owner
will have limited but reasonable access to ttre nitait S'lore auring the thirty days, but will
do so under the direction of B&B Excavating. B&B Excavating shall control access to
the Retail Storg but o"-i.tuif tutiness shallle conducted within the Retail Store from
;;r1-t; iOOO itrough y,ay 24, 2006. . fccess to the Retail store will be for suoh
p*rpot"* "t minor ofrce work, upkeep and cleaning'
I intend to reopen the Retail Store for business on May 25' 2006' I further
acknowtedge that occuiancf to tt e Retail storc will be at the discretion of the Town of
Vail Buil<ling Sufety a:J itt.pection Service.s, whioh will require an inspection to be
pertormea
",ia
* approval to o"oupy the Retail Store beginning May 25,2O06.
r. ,/L.. \ Hr O{u.I{'*t- 9*"q 9f \\h\^rd{r'A -4 U\F{ t r- (rne
*Retsitstore,,),a"rcnooffi fu-tlha"e-9qt_i"rrtmeaqtgol-s1";t:"^*^T:
creet< prive pio*erraae anI tne Town of vail Streetscape Project will commence on or
about April 24,2006 and last approximately six weeks'
s\eJ
Dared: 4n zr(.zooa
Print Name
128002_2[21
To whom itmayconcem:
I^hereqy aglrowledge that Ilave bgen duly informed of the construction plans for the
Gore Creek Drive Promenade. During the duration of construction t agrei that I will not
open for business and grant consent to restrict access to my condominiirm.
M Sol
Retail Shop Name
To whom it may concem:
I_h.t"!y acknowledge that I have been duly infomred of the constuction plans for the
Gore Creek Drive Promenade. Druing the duration of construction I agrel tbat I will not
open for business and grant consent to restrict access to my condominium.
lure-
>lA:,,,,9:,ptl, r' ', e th+/
Retail ShopName
Name
To whom it may concern:
I hereby acJrnowledge that I have been duly informed of the constnrction plans for the
Gore Creek Drive Promenade. During the duration of construction I agree that I will not
open for business and grant consent to restrict access to my condominium.
To whom it may concem:
I hereby acknowledge that I have been duly informed of the construction plans for the
Gore Creek Drive Promenade. During the duration of constuction I agree that I will not
open for business and grant consent to restrict access to my condominium.
To whom it may concern:
I hereby acknowledge that I have been duly infonned ofthe construction plans for the
Gore Creek Drive Promenade. During the duration of construction I agree that I will not
open for business and grant consent to restrict access to my condominiun.
.-to- Hoff
PrintName
Go,, Czel- el/e"
llrJ?#o? '""p""$:,'l-F"d1?:ffiFo'ti"g Fes"zd
Request€d Inspect 9ate: Eriday, Novemb€r 16, 2007
Inspoction Area: CG
Site Address: 174 E GORE CREEK DR VAIL
THE LODGE ATVAIL
A/P/D Informatlon
A-COMM
-EXTERIOR
Requested Tlmo: 04:00 PM- Phone: 376-6422
Entered By: DGOLDEN K
RETURN IS REQD FOR HANDRAILS.
Action: CR CORRECTION REOUIRED
STAIRS EXCEEDS 7" MAX RISE AND 3/8'VARIANCE PER CODE.38' MAX AT BOTTOM OF STAIRS.
CTION REOUIRED
RETURN IS REQD FOR HANDRAILS.
08/16/06 Inspector: JRM Action: PAPARTIALAPPROVALComment: PARTIAL APPROVAL OF TEMP HANDMIL WEST END OF LODGE PROMANADEItem: 532 PW-TEMP. C/OItem: 533 PLAN-TEMP. C/OItem: 537 PLAN-FINAL C/OItem: 538 FIRE-FINAL C/O
I <-D6 trrr.rrt-ftPeor'to
CWr.?u*r$ lvltt:oL
lnsoection Historv
Comment:
BLDG-Temo.
06112t06
Comment:
06t23t06
omment:
walkwav. O.K. to
the Roxf Space.
Stair are not compelte at this time. Maintain baracades until stairs are completed and call for re-
Insoecuongg[rpletp threshold work at the Cardinal Gallery, -Coutuce.and Hillis Fur space.
All thiesholds are subject to reispection at timebf completion
Status: ISSUED
Inso Area: CG
ON FRONT OF BUILDING
r/r i/,,
ramp or
occuov once access'is comoldted. No furthdrlnspdctor: cdavis Action: (
ReSt of retail spaces approved for occupancy
REPTl31 Run Id: 724L
PROJECTMAI\ruAL
FOR
STREETSCAPE IMPROVEMENTS
TIIE LODGE AT VAIL
174 EAST GORE CREEK DRTVE, VAIL, COLORADO
FEBRUARY 2006
Boc.ooS]
Town of Vail
OFFIGf; OOPY
rNc. (Bc&E)BUILDING CONSULTANTS & ENGINEERS.
1520 West Canal Court, Suite 240
Littleton, Colorado 80120
(303) 3s0-1000
BC&E No. 05011
EtrGtrrr=ln-lp MAR ib aoo6 p)
TOWN OF VAIL
$k*#:ry;a- 'o-".o z+soa-r)
3- l- dp
00100:
00310:
00501:
0070l :
SPECIFICATIONS
DIVISION I:
01010:
01039:
01060:
01300:
01500:
0t710:
01740:
DIVISION 2:
02049:
02050:
02100:
02200:
02221:
02232:
025t3:
0252t:
02522:
02955:
DIVISION 3:
CONTRACT REOUIREMENTS
TABLE OF CONTENTS
Instructions to Bidders
Bid Form
Agreement Form
General & Supplementary Conditions
GENERAL REQUIREMENTS
Summary of Work and General Notes
Project Meetings
Regulatory Requirements and Permits
Submittals
Construction Facilities and Temporary Controls
Cleaning-Up
Contractor Warranties
SITE WORK
Demolition and Protection
Removals
Site Preparation
Earthwork
Excavating, Backfi lling, and Compacting
Aggregate Base Course
Asphalt Pavement
Concrete Unit Pavers
Stone Pavers
Site Drainage
CONCRETE
Concrete Formwork
Concrete Reinforcement
Cast-in-Place Concrete
MASONRY
Mortar and Grout
Concrete Masonry Unit
Stone Bollard
Stone Veneer
METALS
Metal Fabrication
03100:
03201:
03300:
DIVISION 4:
04105:
04200:
04410:
04415:
DIVISION 5:
05500:
FEBRUARY 2006 Lodge at Vail Streetscape Improvements TOC-I
DIVISION 7: THERMAL AND MOISTURE PROTECTION
07510: Protected Pla7" Membrane and Subsurface Drainage System
07600: Flashing and Sheet Metal
07900: Sealants
DRAWINGS
Sheets I through 3 (waterproofing details bound into Project Manual).
Standard Details from American Hydrotech, Inc. (bound into Project Manual).
Drawings by Wenk Associates dated February 24,2006:
Cover Sheet
Sheet Gl.o Construction Notes
Sheet Gl.l Survey
Sheets Ll.l - Ll .2 Demolition Plans
SheetsL2.l -I2.2 Layout and Planting Plans
Sheets L2.3 - L2.5 Site Details
Sheets L3. I - L3.2 Gradins Plans
END OF TABLE OF CONTENTS
FEBRUARY 2006 Lodge at Vail Sfteobcape knprovements TOC-2
SECTION OOIOO
INSTRUCTIONS TO BIDDERS
l 0l PROJECT: The Lodge at Vail Streetscape lmprovements
Vail. Colorado
I.O2 GENERAL DESCRIPTION OF WORK:
A general summary of the nature and extent of the Work is given in Section 01010, Summary of Work and
General Notes.
L03 BIDDING PROCEDURES: In order to receive consideration, bids shall be in accord with the following:
A. Bidders must have made themselves familiar with existing conditions, and thoroughly reviewed the
Project Manual for the Work prepared by BC&E.
B. Sealed bids will be received by the Engineer (Building Consultants & Engineers, Inc.) on behalfof
the Owner for the fumishing of all labor, materials, equipment, disposal of debris, transportation, and
services required to perform the Work as described in this Project Manual.
C. Bids will be received at the Engineer's office. The bids will be in a sealed envelope, and the
envelope will be addressed as follows:
The Lodge Apartment Condominium Association
c/o Mr. Loren D. Flick, P.E.
Building Consultants & Engineers, Inc.
1520 West Canal Court, Suite 240
Littleton. Colorado 80120
l. Bids shall be made a copy of the BID FORM bound with the Project Manual. All items
shall be filled out; numbers shall be stated both in writing and in figures; signatures ofall
persons signing shall be in longhand; completed forms shall be without interlineations,
alterations. or erasures.
2. Bids shall not contain any recapitulation ofthe workto be done; altemative proposals shall
not be considered unless called for; no oral, telegraphic, or telephonic proposals or
modifications shall be considered.
3. Bids will not be opened publicly.
D. All bids shall be on a lump sum basis.
E. Each bid shall be in accord with this Proiect Manual.
F. Each bidder must be a contractor having all appropriate licenses and certifications required by all
government and regulatory agencies that have jurisdiction over the performance of the proposed
Work.
G. The Owner reserves the right to reject any and all proposals and/or waive any irregularity in any
proposal received.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00100- l
1.04 EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Project Manual and
other Contract Documents and shall satisfl themselves as to their suffrciency and shall not at any time after the
submission ofthe bid, dispute or plead misunderstanding in regard to the location, extent, nature and arnount of
work to be performed. Bidders will be presumed to have visited and inspected the site and to have familiarized
themselves with the existing conditions, and the submitting of a bid will be considered as acknowledgment on
the part of the bidder of familiarity with conditions at the site.
1.05 RESOLUTION OF DISCREPANCIES AND AMBIGUITIES: Should a bidder find discrepancies in, or
omissions from the Project Manual or other Contract Documents, or should he be in doubt as to their meaning,
he shall at once notiff the Engineer, and should it be found necessary, a vrritten addendum or clarification will
be sent to all bidders. It shall remain, however, the responsibility of all bidders to make inquiry as to addenda
and clarifications issued as all addenda and clarifications become a part ofthe Contract and all bidders shall be
bound thereby, whether received by them or not. Neither the Owner nor Engineer will be responsible for any
oral, telegraphic, or telephonic instructions, interpretations, proposals or modifications.
I .06 LIST OF SUBCONTRACTORS: Each bidder shall submit, along with his bid, the name and the location ofthe
mill, shop or office of each subcontractor who will perform work or labor or render service to the Contractor in
or about the construction ofthe work.
The Contractor whose bid is accepted, shall not, without the wdtten consent ofthe Owner, either:
A. Substitute any person as subcontractor in place ofthe subcontractor designated in the original bid, or
B. Permit any subcontract to be assigned or transferred or allow itto be performed by anyone other than
the original subcontractor, or
C. Sublet or subcontract any portion of the work as to which his original bid did not designate a
subcontractor.
1.07 MODIFICATION AND WITHDRAWAI OF BID; Bids may not be modified after submittal. Bid may be
withdrawn by the bidder at any time prior to the time fixed for opening of bids. Except as otherwise required
by law, no bidder may withdraw his bid for a period as stated on the Bid Form.
1.08 DISQUALIFICATION: The Owner reserves the right to disqualiff any bid, before or after opening, upon
evidence of collusion with intent to defraud or other illegal practices on the part ofthe bidder.
1.09 CORPORATION AS BIDDER: In case a bid be submiued by a corporation it shall be signed in the name of
such a corporation by a duly authorized officer or agent thereof. Certificates will be required attesting to the
existence ofthe corporation as well as evidence that the officer or agent signing is duly authorized to do so.
I.IO EXECUTION OF CONTRACT:
A. The Owner reserves the right to accept any bid, and to reject any and all bids, orto negotiate Contract
terms with the various bidders, when such is deemed by the Owner to be in his best interest.
B. Each bidder shall be prepared, if so requested by the Owner, to present evidence of his experience,
qualifications, and financial ability to carry out the terms of the Contract.
C. Notwithstanding any delay in the preparation and execution ofthe formal Contract Agreement, each
bidder shall be prepared, upon written notice ofbid acceptance, to commence work on date stipulated
in Notice to Proceed from the Owner.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00100-2
D. The accepted bidder shall assist and cooperate with the Owner in preparing the formal Contract
Agreement.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00100-3
SECTION OO3IO
BID FORM
To: The Lodge Apartnent Condominium Association
c/o Mr. Loren D. Flick, P.E.
Building Consultants & Engineers, Inc.
1520 West Canal Court, Suite 240
Littleton, Colorado 80120
Project: The Lodge at Vail Streetscape Improvements
Vail. Colorado
Date:
Bid Submitted By (List only name of bidder):
Gentlemen:
l.0l The undersigned hereby offers to enter into a Contract with the Owner to perform the Work, based on the
following:
BASE BID: All Work required to renovate the areas identified in the Base Bid (see Section 01010, Scope
of Work), complete, for the Contract Sum of:
Dollars
l.O2 The undersigned has checked carefully all the above figures and understands that the Owner will not be
responsible for any errors and omissions on the part ofthe undersigned in making up this bid.
I .03 The undersigred hereby acknowledges the receipt of addenda numbered:
Number Date
1.04 The undersigned agrees not to withdraw his bid for a period of sixty (60) calendar days following the date
set for receipt of bids.
($
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00310-l
1.05 The Commencement Date will be April 1'7,2006, or as allowed by the Town of Vail.
t.06 The undersigned agrees to substantially complete the Base Bid Work within 60 calendar days from the
Commencement Date. This does not include reasonable delays, as judged by BC&E, due to weather.
1.07 By signing this Bid Form, the undersigned acknowledges that, in the process ofpreparing this bid, he has
examined: the place of the Work, and all matters referred to in the Instmctions to Bidders; he has read and
understands the requirements of the Contract Documents.
The undersigned acknowledges his obligation to identiff below any errors, omissions, conflicts, code
violations or improper use of materials !he! he has discovered in his examination of the Contract
Documents that could interfere with the timely completion, or increase the cost, or reduce the
performance, of the Work for which the undersigned will be responsible.
Except as noted below, the undersigned has no objection to, or reservation about, the materials to be
furnished or the conditions under which they will be installed, or the sufficiency of the Contract
Documents; he is satisfied that he can complete his confiactual responsibilities in a good workmanlike
manner without extensive modifications or additional exDense.
EXCEPTIONS (if any):
1.09
l.l0
The undersigned understands that the Owner reserves the right to reject any and all bids or to waive any
inegularity in any bid received.
The undersigned hereby certifies that his bid is genuine and not sham or collusive, or made in the interest
or in behalfofany person herein named; and that the undersigned has not directly or indirectly induced or
solicited any other bidder or any other person, firm or corporation to refrain from bidding; and that the
undersigned has not in any manner sought by collusion to secure for himself an advantage over any other
bidder.
In accord with the requirements of the Instnrctions to Bidders, the undersigned has included a list of
subcontractors which he proposes to use on this project, which list is attached hereto.
l.ll
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00310-2
l.l2 Bid Form Signature(s) and Bidder Information:
Name of Bidder:
(Print or type full legal name of proprietorship, partnership, corporation, etc.)
Address of Bidder:
Telephone No.Fax No.
Applicable Contractor License No. (if required):
Classification:
Sisnature of Authorized Officer:
Print or Type Name of Authorized Officer:
Title:
Nature of firm (corporation, partnership, etc.)
If Corporation, organized under the Laws ofthe State of
SEAL
(If Corporation)
Itthe bidder is a joint venture or partnership, each member ofthejoint venture or partnership must sign on
the lines below.
Signature:
Printed Name:
Signature:
Printed Name:
Title:
I lue:
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00310-3
LIST OF SUBCONTRACTORS
Herewith is the list of Subcontractors referenced in the Bid submitted by:
(Bidder)
and which is an integral part of the Bid Form.
The following work will be performed (or provided) by Subcontractors and coordinated by us:
SECTION OR NATURE OF WORK SUBCONTRACTOR NAME
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 003104
SECTION 00501
ACREEMENT FORM
The AGREEMENT FORM of this Contract is the "Standard Form of Agreement Between Owner and Contractor"
(Stipulated Sum Basis) of the American Institute of Architects, Document Al0l, 1997 Edition, except as explicitly
modified by the Bid Form.
The following additions and modifications shall be made to this document:
ARTICLE 3
DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
Add the following:
Work to be performed under this Contract shall be commenced on a date to be specified in the "Notice to Proceed"
issued by the Ovrner to the Contractor.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00501- l
SECTION 00701
GENERAL & SUPPLEMENTARY CONDITIONS
The GENERAL CONDITIONS of this Contract are the "General Conditions of the Contract for Construction "
American Institute of Architects Document 1o01, lggT Edition, hereinafter referred to as the "General Conditions "
which document is hereby specifically made a part of the Contract Documents with the same force and effect as though
set forth in full herein.
The following SUPPLEMENTARY CONDITIONS contain modifications of the AIA General Conditions in the form of
additions, deletions, and substiotions. Where any part of the AIA General Conditions is modified or voided by the
Supplementary Conditions, the unaltered provisions ofthe form shall remain in effect.
Wherever the word "Architect" or Engineer," or a derivative of either appears in the General Conditions, or any of the
Contract Documents, the words should be considered interchangeable with each other.
ARTICLE I
CONTRACT DOCUMENTS
Page 9, Paragraph 1.2
Add the following new subparagraphs:
1.2.4 In general, Specifications indicate qualities of materials and workmanship and Drawings indicate
dimensions, locations, quantities and details of contraction. Figured dimensions take precedence over scaled
measurements. Detailed Drawings and Specifications take precedence over general Drawings and
Specifications. Supplementary details and instructions, approved revisions of later date and addenda take
precedence over original documents, information and earlier addenda. In the event of ambiguity in quantity or
in quality, the greater quantity and the better quality shall be provided in accordance with the Engineer's
interpretation. The Engineer shall be notified of all ambiguities. Work not particularly detailed, marked or
specified, shall be the same as similar part that are detailed, marked or specified.
1.2.5 The Drawings shall not be scaled for dimensions. If figured dimensions are not given, the Contractor
shall request same from the Engineer giving reasonable advance notice.
1.2.6 Before ordering any material or doing any work, the Contractor shall veriff all measurements and all
existing conditions at the Project. The Contractor shall be responsible for the correctness of all quantities and
dimensions, and no extra charge or compensation shall be allowed on account of differences between actual
dimensions and the measwements indicated on the Drawings. Any differences in assumed existing conditions
which may be found shall be submitted to the Owner for consideration before proceeding with the work.
1.2.7 When a substitute or altemate is requested by the Contractor, and such substitute or altemate is accepted
by the Engineer, the Contractor shall bear all additional costs which may arise directly or indirectly from the use
of the substitute or alternate.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-l
ARTICLE 3
CONTRACTOR
Page 13, Paragraph 3.3
Add thc following new subparagraphs:
3.3.4 Where Work of one trade joins or is on other Work (including existing construction and work of separate
contractors), there shall be no discrepancy when the Work is completed. In engaging one kind of Work with
another, marring or damaging same will not be permitted. Should improper Work of any trade be covered by
another trade which results in damage or defects, the whole Work affected shall be made good by the
Contractor without expense to the Owner. Any unsatisfactory conditions shall be reported to the Engineer and
no Work shall be done in the affected area until the unsatisfactory conditions have been eliminated. Starting
Work will mean acceptance by the Contractor of the areas as satisfactory.
3.3.5 The Contractor shall coordinate all Work of like material in order to produce harmony of matching
finishes, textures, colors, etc., throughout the various components ofthe Project.
3.3.6 Where it is required in the Contract Documents that materials, products, processes, equipment or the like
be installed or applied in accord with manufacturer's instructions, directions, or specifications or words to this
effect, it shall be construed to mean that said application or installation shall be in strict accord with current
printed instructions firnished by the manufacturer of the material concemed for use under conditions similar to
those at thejob site. Fumish one (1) copy of instructions to the Engineer.
3.3.7 All attachments, connections or fastenings of any nature are to be properly and permanently secwed in
conformance with good industry practice and Contractor is responsible for providing them according to these
conditions. Drawings show only special requirements to assist Contractor; they do not illustrate every such
detail.
3.3.8 The Contractor shall coordinate the relations ofthe various trades to the progress of the Work and shall
see that requhed anchorage or blocking is fumished and set at proper times. Anchorage and blocking necessary
for each trade shall be a part of same, except where stated otherwise.
Page 20, Paragraph 4.3.2
Change "2 l " to "90" in both locations.
Page 22, Paragraph 4.4.6
Chanse "30" to "60" in both locations.
ARTICLE 4
ADMINISTRATION OF THE CONTRACT
Page 23, Paragraph 4.6
Add the following new paragraph:
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-2
4.6.7 As a condition precedent to, and as additional consideration for, the award of any contract or subcontract
pursuant to these Contract Documents, the Contractor and all subcontractors, suppliers, engineers, architects
and other parties to the performance of the Work, do agree that in the event any party institutes a suit or
arbitration against any other part because of any alleged failure to perform properly hereunder, or any alleged
error, omission, breach of warranty, negligence, or malpractice hereunder, and if such suit is not successfully
prosecuted to a judgment in favor of the party plaintiff, or if it is dismissed, or if a judgment is rendered for any
defendant or defendants, the parry instituting the suit hereby agrees to pay in full all reasonable costs ofdefense,
including but not limited to attorney fees, expert witness fees, costs of investigations in preparation for trial,
professional time expended by principals and employees of the winning parfy, and that the same shall be taxed
as cost in said action and judgment entered thereon.
Further, if such suit is successfully prosecuted to a judgment in favor of the party plaintiff, the party or parties
defendant hereby agrees to pay in full all reasonable costs incurred by the party plaintiff in prosecuting the suit,
including but not limited to attomey fees, expert witness fees, costs of investigations in preparation of trial, and
that the same shall be taxed as cost in said action and judgment entered thereon, except such payment shall not
exceed the amount ofthe judgment itself.
ARTICLE 7
CHANGES IN THE WORK
Page 27 , Paragraph 7.3
Change subparagraph 7.3.6 as follows:
In the first sentence, delete the words "a reasonable allowance for overhead and profit" and substitute "an
allowance for overhead and profit in accordance with subparagraph 7.3.10 below.
Add the following subparagraph 7.3.10 to paragraph 7.3:
7.3.10 in subparagraph 7.3.6,the allowance for the combined overhead and profit included in the total cost to
the Owner shall be based on the following schedule:
l. Forthe Contractor, for Work perlormed by the Contractor's own forces, 15 percent ofthe cost.
2. For the Contractor, for Work performed by the Contractor's Subcontractor, 5 percent of the amount
due the Subcontractor.
3.
5.
6.
For each Subcontractor or Sub-subcontractor involved, for Work performed by that Subcontractor's or
Sub-subcontractor's own forces, 10 percent ofthe cost.
For each Subcontractor, for Work performed by the Subcontractor's sub-subcontractors, 5 percent of
tle amount due the sub-Subcontractor.
Cost to which overhead and profit is to be applied shall be determined in accordance with
Subparagraph 7.3.6.
In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor
that their propriety can be seen by inspection, shall be accompanied by a complete itemization ofcosts
including labor, materials and Subcontracts. Labor and materials shall be itemized in the manner
prescribed above. Where major cost items are Subcontracts, they shall be itemized also.
4.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-3
ARTICLE 8
TIME
P age 29, Subparagraph 8.3. 1
In sixth and seventh lines, delete "Architect" and substitute therefore, "Owner."
ARTICLE 9
PAYMENTS AND COMPLETION
Page 29, Paragraph 9.3
Add the following sentence at the end of Paragraph 9.3. I .:
In addition, the Owner requires that lien waivers (partial) from the Contractor and all sub-contractors and
suppliers, including all amounts paid through all prior payment(s), and invoices for materials stored on-site be
included as supporting data with the application.
Add the following Clause 9.3 1.3 to 9.3.1 :
9.3.1.3 Until Substantial Completion, the Owner shall pay 90 percent of the amount due the Contractor on
account of progress payments.
O P^gezs,Paragraph 9.3
Add the following new subparagraph:
9.3.1.4 In the event that Work performed falls behind schedule of Work submitted, or is not in conformance
with the contract requirements, a total of twenty-fle (25%) of each payment request will be withheld until
Work again coincides with or exceeds schedule, or is in conformance with contract requirements, respectively.
ARTICLE IO
PROTECTION OF PERSONS AND PROPERTY
Page 36
Add the following new subparagraph:
10.7 The Contractor shall take all necessary precautions to avoid damage to existing materials, equipmen!
improvements, or adjacent properties that are to remain in place or are to be salvaged. Any damaged items shall
be repaired or replaced to the Owner's satisfaction, without cost to the Owner.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-4
ARTICLE II
INSTJRANCE
Page 36, Paragraph 1 1.1
Add the following subparagraph:
11.1.8 Liabiliry insurance shall include all major divisions of coverage and be on a comprehensive basis
including:
l. Premises Operations (including X, C and U as applicable)l
2. IndependentContractors'Protective
3. Products and Completed Operations
4. Personal Injury Liabiliry with Employment Exclusion deleted.
5. Contractual, including specified provisions for the Conffactor's obligations under Paragraph
3.18.
6. Owned, non-owned and hired motor vehicles.
7. Broad Form Property Damage including Completed Operations
8. Umbrella excess Liability.
Add the following subparagraph:
I l.l,l.9 If the General Liability coverages are provided by a Commercial General Liability Policy on a claims-
made basis, the policy date or Retroactive Date shall predate thc Contract; the termination date ofthe policy or
applicable extended reporting period shall extend at least to the time allowable under any applicable statute of
limitation or repose.
Add the following subparagraph:
11.1.2.1 The insurance required by subparagraph ll.l.l shall be written for not less than the following, or
greater ifrequired by law:
l. Worker's Compensation, and any other employee benefit insurance: As required by law.
2. Comprehensive Commercial General Liability (including Premises-Operations; Independent
Contractors' Protective; Product and Completed Operations; Broad Form Property Damage;
Contractual Liability Endorsement):
Combined single limits for bodily injury and property damage:
$ 1,000,000 Each occurrence
$ 1,000,000 Annual aggregate
Products and Completed Operations to be maintained for at least the time allowable under any
applicable statute of limitation or repose.
Property Damage Liability insurance shall provide X, C, or U coverages.
Broad form property damage coverage shall include completed operations.
3. Contractual Liability:
Bodily Injury:
$ 1 ,000,000 Each occurrence
$ 1,00,000 Annual aggregate
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-5
Property Damage:
$ I.000.000 Each occurrence
$ I,00,000 Annual aggregate
4. Personal Injury, with Employment Exclusion deleted:
$ I,000,000 Annual aggregate
5. ComprehensiveAutomobileLiability:
Combined single limits for bodily injury and property damage:
$ I,000,000 Each occurrence
$ I ,000,000 Annual aggregate
6. If the General Liability coverages are provided by a Commercial Liability policy, the:(a) General Aggregate shall be not less than $1,000,000 and it shall apply, in total, to
this Project only.(b) Fire Damage Limit shall be not less than $1,000,000 on any one Fire.(c) Medical Expense Limit shall be not less than $1,000,000 on any one person.
7 . Umbrella Excess Liabiliw:
$2,000,000 ovei primary insurance.
Add the following sentence to subparagraph 1 1.1.3:
If this insurance is written on the Comprehensive General Liabiliry policy form, the Certificates shall be AIA
Document G705, Certificate of Insurance. If this insurance is written on a Commercial General Liability policy
form, ACORD forrn 25S will be acceptable.
Page 36, Paragraph I L4
Add the following clause to subparagraph I I .4.1 :
11.4.1.6 The insurance required by Paragraph ll.4 is not intended to cover machinery, tools or equipment
owned or rented by the Conffactor which are utilized in the performance of the Work but not incorporated into
the permanent improvements. The Contractor shall, at the Contractor's own expense, provide insurance
coverage for owned or rented machinery, tools or equipment which shall be subject to the provisions of
Subparagraph IL4.7.
Page 39, Paragraph l 1.5
Delete subparagraph I I .5. I in its entirery and substitute the following:
I1.5.1 The Contractor may be required to fumish bonds covering faithful performance of the Contract and
payment of obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and
the cost thereof shall be included in the Contract Sum. The amount of each bond shall be equal to 100 percent
of the Contract Sum.
ll.5.l.l The Contractor shall deliver the required bonds to the Owner not later than three days following the
date the Agreement is entered into, or if the work is to be commenced prior thereto in response to a letter of
intent, the Contractor shall, prior to the commencement of the Work, submit evidence satisfactory to the owner
that such bonds will be furnished.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-6
11.5.1.2 The Contractor shall require the attomey-in-fact who executes the required bonds on behalf of the
surety affix thereto a certified and current copy ofthe power of attorney.
ARTICLE 12
UNCOVERING AND CORRECTING WORK
Page 40, Paragraph 12.2
Change all references of ". ..one year..." to "...two years...."
Page 40, Paragaph 12.2.2.1
Revise the sentence before the last sentence to read as follows:
During the two-year period for conection of Work, if the Owner fails to notiff the Contractor and give
the Contractor an oppornrnity to make the correction, the Owner waives the rights to require correction
by the Contractor.
Page 40, Paragaph 12.2.2.3
Delete the word "not".
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 00701-7
SECTION OIOIO
SUMMARY OF WORK AND GENERAL NOTES
PART I - SUMMARY OF WORK AND APPROXIMATE QUANTITIES
The intent of Part I is to generally summarize the nature and extent of work to be performed without in any way limiting
the specific requirements of the Contract Documents. The Contractor shall provide appropriate supervision, and all
labor, plant, supplies, equipment, services, facilities, and appurtenances which are indicated or reasonably implied by the
Contract Documents, or as specified, or that are required for the work described in the Contract Documents.
The work to be performed is limited to the area designated on the drawings. The approximate quantities listed below are
to assist the contractor in preparing his bid, but it is the responsibility ofthe contractor to determine the actual bid
quantities, which may be more or less than the approximate quantities provided below.
This contract provides for the following:
Erect Protection
l. Prior to any other work being performed on site, install protection along the face ofthe building, allowing
access for the use ofdoors.
2. Prevent unauthorized access onto the work area from the street by erecting appropriate protection. Coordinate
with The Lodge regarding the use ofthe doors that face the work area'
3. The Contractor is allowed to have a laydown and material storage area at a location that is deemed acceptable
by the owner and the Town.
Demolition
l. As directed by BC&E, sawcut the existing concrete topping slab approximately l foot from the face of the
building, and protect and do not damage this remaining strip ofconcrete, the underlying waterproofing system,
or the supporting double-tee roof structure ofthe garage below.
2. Remove and dispose of the following:
a. The remainder of the existing concrete pavement system and waterproofing system overlying the
garage structure (approx. 3000 sq ft). If chipping hamrners are used, limit their weight to I 5 lbs. Do
not damage the garage structure.
b. Existing concrete steps (approx. 76 sq ft).
c. Existing concrete pavement offofthe garage structue (approx. 175 sq ft).
d. Existing concrete unit pavers (approx. 315 sq ft).
e. Existing stone landscaping walls (261 lineal feet).
f. Existing light fixtures and poles (6 each).
C. Existing planter area on garage (235 sq ft).
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01010- l
h. Existing trees (7).
i. Existing wood fence (60 lineal feet).
j. Existing boiler intake vent and curb wall (l).
k. Existing exhaust vent grate.
3. At all times, take all necessary measures to keep the building watertight, including keeping drains open.
Watemroofing. Flashings. Deck Repairs. and Drain Installation
L Based on information presently available, the existing waterproofurg membrane on the garage structure is
expected to be a loose layer offibrous insulation board and two layer of felt mopped in asphalt to this board.
The board is not expected to be adhered to the garage double-tee surface.
2. The Base Bid includes a treatment of the double-tee joints.
3. The Base Bid does not include the repair of areas of damaged or deteriorated concrete subsfiate. Include an
allowance of$6,000 for this anticipated repair. After demoltion, those areas (ifany) that require concrete
repair will be identified, discussed, designed, priced, and approved by the owner/design/construction team
before the repair work is performed.
4. Areas not in conformance with the drawings or areas that are newly "discovered" that require re-design or
modification shall be noted, and new design details shall be developed by BC&E.
5. Install perirneter flashing and waterproof,utg details,
9. Following repairs to the substrate, properly prepare the substrate to receive a new application ofthe specified
waterproofing membrane system (all, including 3 feet vertical along garage wall). Apply the new
waterproofing membrane system as specified, utilizing design details and amended design details as noted
above. Water test the installation ofthe new waterproofing membrane. Install new protection board in two
layers and drainage mat on horizontal surfaces.
Installation of New Materials
l. Aggregate base course, including removal and subgrade preparation (approx.25 tons).
2. Asphalt pavement (20 tons).
3. 80 mm concrete unit pavers (230 sq ft).
4. 60 mm concrete unit pavers over aggregate (315 sq ft).
5. 40 mm Concrete unit pavers on structure (240 sq ft).
6. 12 in. square dimensionally cut stone pavers, sand set (565 sq ft).
'7 . Electrical conduit for future menu board, including w. p. core holes in garage wall (75 lineal feet).
8. Perimeter subsurface drain located about 3 to 4 feet below the top ofthe garage structure, and connected to
storm sewer in street. (236 linal feet).
FEBRUARY2006 Lodge at vail streetscape Improvements 01010-2
9. Tie two roofdownspouts at the northeast and southeast corners into a new drain line along the east side ofthe
building, and connect this drain line to the storm sewer in the street. Include coring holes in the garage
structure as directed by BC&ts.
10. Exposed aggregate colored concrete topping slab, average thickness ofabout 3 inches (2830 sq ft).
I L Exposed aggtegate colored concrete pavement, 5 inches thick (approx. 154 sq ft).
12. Exposed aggregate colored concrete steps (approx. 102 sq ft).
13. Stone seat wall at terrace and boiler vent (approx. 55 lineal feet).
14. Bollards (14).
15. Stone veneer (approx. l0 sq ft).
16. Exhaust vent grate (1).
17. Boiler intake vent grate and curb (1).
18. Handrail (37 lineal feet).
19. Guardrail (l9lineal feet).
20. Radiant snowmelt tubing (mains, balancirg, and control provided through Town of Vail streetscape project),
approx. 801 sq ft.
PART2-GENERALNOTES
In addition to the other specifications in the Project Manual, these General Notes and notes on the drawings in the
Project Manual also serve as specifications for performing the Work.
2,OT PRECAUTIONS:
A. Protection of Buildine
l. This work will expose the building to water leakage damage and flooding if proper
precautions are not exercised. The Contractor will keep the building aflected by the work
watertight at all times, keeping drains open, removing water accumulations from the deck,
and will be responsible for and pay for the correction ofany water leakage related damages
that occur in or around the work area durins the work.
B. Load Limitations
l. The plaza areas are supported by a structural double-tee deck. The Contractor will use
extreme caution with regards to concentrated loads, equipment loads, loads from stacked
debris or materials, etc. during the Work.
2. Temporary superimposed loads on the structural deck during the Work will not exceed 200
psfunder the loaded area without the approval ofBC&E. Temporary point loads or wheel
loads will not exceed 1,000 lbs. without the approval of BC&E. These restrictions will
severely limit the temporary stockpiling and hansporting of materials on the plaza area.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01010-3
2.02
2.03
3. Mechanized wheeled equipment such as bobcats, loaders, etc. are not allowed on the plaza.
4- Given the above load limits and BC&E's present knowledge of the condition of the plaza
structure, the Work will not require shoring or temporary bracing ofthe structures supporing
the plaza.
DISCOVERY:
A. During renovation work, the Contractor may encounter existing conditions which are not now known
or are at variance with the Project Manual (discovery). Such conditions may interfere with the work,
or may consist of damage or deterioration to structural materials or components which could
jeopardize the structural integrity ofthe building or components.
B. The Contractor shall notifu BC&E of all discoveries he believes may interfere with the proper
execution ofthe work or jeopardize the structural integrity ofthe building prior to proceeding with
work related to such discoveries.
C. All information pertaining to the existing construction has been derived through review ofavailable
portions ofprevious design documents and limited observations and field-exploration by BC&E. All
dimensions, elevations, and existing details shall be field-verified by the Contractor prior to shop
detailing, fabrication, acquisition, or installation ofmaterials. Contractor shall notifo BC&E ofany
existing conditions found to be different than that indicated in the drawings or notes. BC&E will
review the situation and inform the Conffactor of necessary changes, ifany.
WORKING CONDITIONS:
A. The Work will be performed in a resort area. The generation of dust, debris, fumes, and noise must
be minimized, and contained if necessary, at all times. All debris generated by the Work will be
immediately cleaned up and the area around the Work will be kept clean. All requirements of the
Town of Vail will be comolied with.
B. Welding, grinding, the heating and torching of waterproofmg materials, or other operations present a
very real hazard offire during or after such operations. Contractor will take all precautions necessary
to prevent such hazards. Such precautions include, but are not limited to, lne extinguishing
equipment on site and near such operations at all times, and (ifnecessary) posting a fire watch for a
suitable number of hours after the end ofsuch onerations.
2.04 BUILDING CODE USED IN DESIGN OF RENOVATION:
In general, the design of the streetscape improvements is intended to replace deteriorated
waterproofing and walking surfaces, and improve the watertightness and drainage ofthis area. The
improvements are not intended to result in a building which complies fully with the present building
code.
CONDITION OF INTER]OR AND EXTERIOR FINISFIES AT COMPLETION OF PROJECT:
At the completion ofthe project, the interior and exterior finishes ofthe building that were affected by
the activities ofthe Contractor will be considered acceptable ifthey are in a condition that is equal to
or exceeds their condition at the start of the work. The decision as to whether the condition of any
frrish item is acceptable will rest solely with BC&E, and BC&E's decision will probably be largely
based on t}le recollections of the Owner, unless the Contractor has photographic or other
documentation ofexisting conditions at the start ofthe project.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01010-4
B.The Contractor is not necessarily required to extensively photograph, video, or otherwise document
existing conditions throughout the building prior to starting work, but should carefully evaluate
whether such efforts would be in his best interest. BC&E's experience with similar projects is that
this can become a dispute at the end ofthe project, and the Conffactor is hereby made aware that this
has the potential to become an expensive issue for the Contractor in the absence of adequate
documentation.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01010-5
l .01
1.02
SECTION OIO39
PROJECT MEETINGS
PRECONSTRUCTION CONFERENCE: Prior to the start of work, the Contractor will arrange a
preconstruction conference. This meeting will be chaired by the Contractor. The Contractor shall be
represented by his authorized project supervisory personnel. Meeting shall be auended by all subconfactors, a
representative ofOwner, and others as may be deemed appropriate. Participants should be prepared to discuss
timing, procedwes for smooth job progress, items requiring clarification, distribution of documents and
correspondence.
TECHNICAL ANALYSIS MEETINGS: Meetings of a technical nature will be held on an as-needed basis to
resolve any special technical problems that may arise during the performance ofthe Work. Contractor shall
fumish appropriate representation at such meetings. The proceedings ofthese meetings will be recorded and
maintained by the party calling for the meeting.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01039-l
t.0l
SECTION OI060
R.EGULATORY REQUIREMENTS AND PERMITS
RULES, REGULATIONS AND CODES: All work and materials shall be in full accord with the latest rules
and regulations of federal, state and local agencies; and all other applicable federal, state and/or local codes,
laws and ordinances. References in the Specifications to "code" or to "building code" not otherwise identified
shall mean the 2003 International Building Code, together with additions, changes, amendments, and
interyretations adopted by the enforcing agency, and in effect on the date ofthis Project Manual. Nothing in the
Drawings or these Specifications is to be construed as requiring or permitting work that is contrary to these
rules, regulations and codes.
PERMITS: Contractor will obtain and pay for all permits necessary to perform the work, post them as
required, and provide copies ofsuch permits to Engineer.
END OF SECTION
1.02
FEBRUARY2006 Lodge at Vail Sffeetscape Improvements 01060-l
SECTION OI3OO
SUBMITTALS
I.OI SUBMITTALPROCEDURES
A. All products will require a submittal, unless waived by BC&E. Transmit each submittal with a form
acceptable to BC&E.
B. Apply Contractors stamp, signed or initialed certifying that review, verification ofProducts required
field dimensions, adjacent construction Work, and coordination of information are in accordance with
the requirements of the Work and Contract Documents.
C. Schedule submittals to expedite the Project, and deliver to BC&E's business address. Coordinate
submission of related items.
D. Identi$ variations from confact Documents and Product or system limitations which may be
detrimental to successful performance of the completed Work.
E. Provide space for Contractor and BC&E review stamps.
F. Revise and resubmit submittals as required, identi$ all changes made since previous submittal.
C. Distribute copies of reviewed submittals to concemed parties. Instruct parties to promptly report any
inability to comply with provisions.
I.O2 CONSTRUCTIONPROGRESSSCHEDULES
A. Submit initial progress schedule to BC&E. Revise and resubmit as required.
D. Indicate submittal dates required for shop drawings, product data, samples, and product delivery
dates.
I.O3 SHOP DRAWINGS
A. Submit three copies ofopaque reproductions to BC&E after they have been reviewed and approved
by Contractor.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01300- I
1.04 PRODUCT DA'TA
A. Submit the number of copies which the Contractor requires, plus two copies which will be retained by
BC&E.
B. Mark each copy to identiry applicable products, models, options, and other data. Supplement
manufacturer's standard data to provide information unique to this project.
C. After review, distribute in accordance with Article on Procedures above'
I.O5 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics ofthe Product, with integral parts
and attachment devices. Coordinate sample submitals for interfacing work.
B. Submit samples of finishes from the full range of manufacturer's standard colors or in custom colors
(if necessary), textures, and pattems for BC&E and Owner selection.
C. Include identification on each sample, with full Project information.
D. Submit the number or samples specified in individual specification Sections; one of which will be
retained by BC&E.
E. Reviewed samples which may be used in the Work are indicated in individual specification Sections.
I.06 MANUFACTURER'SINSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for
delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for
Product Data.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
I.O7 MANUFACTURER'SCERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to Architect for
review, in quantities specified for Product Data.
B. Indicate materials or Product conforms to or exceeds specified requirements. Submit supporting
reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to
Architect.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01300-2
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
1.01 TEMPORARY CONSTRUCTION UTILITIES: The Contractor will provide and pay for necessary
electrical power and water used on site during the course of construction, unless anangements can be
made with the Owner to provide some of these. Contractor shall veri$ characteristics of power available.
Where power is not currently available or where power of different voltage, phase or current is required,
Contractor shall be fully responsible for providing such service and shall pay all costs required therefore.
| .02 TEMPORARY FIRE PROTECTION: Portable equipment, extinguishers and general fire protection
required by the Contractor shall be furnished by the Contractor. Contractor shall comply with the job-site
fire regulations that are issued by the fire protection agency having jurisdiction. Contractor may be
subject to periodic fire protection inspections and any deficiency or unsafe condition shall be conected by
the Contractor to the satisfaction ofthe Owner.
1.03 CELLULAR TELEPHONE SERVICE: The Contractor shall provide, maintain, and pay all costs
associated with cellular telephone service. Superintendent shall wear cellular phone at all times.
1.04 SANITARY FACILITIES: The Contractor shall provide, pay for, install and maintain for the duration of
the work, necessary toilet and sanitary facilities for workers, unless the Owner allows the use of nearby
public facilities. Such facilities shall be kept in a clean and sanitary condition and shall conform to
applicable codes and regulations goveming such facilities. Sanitary facilities inside the building shall not
be used by the Contractor without permission of Owner.
1.05 REMOVAL OF EXISTINC MATERIALS: In the removal of existing materials, the Contractor shall
fumish all covers and other means necessary to protect the building from damage from inclement weather.
PROJECT SIGNS: Project and Contractor signs are not permitted.
1.07 SAFETY AND SECURITY: Precaution shall be exercised at all times for the protection of persons
(including employees) and property. The safety provisions of applicable laws, building and construction
codes shall be observed. Machinery, equipment, and all hazards shall be guarded or eliminated in accord
with recommended safety provisions established by the Associated General Contractors of America, to the
extent that such provisions are not in confiavention of applicable law. The Contractor shall protect
hazards with adequately constructed guard rails and/or barricades and shall provide lantems, warning
lights, and the like, as necessary. The Contractor shall eliminate attractive nuisances from the work and
from the site. To this end, he shall so dispose, store, guard, and protect the premises and all work,
materials, equipment and both permanent and temporary construction as to preclude the unauthorized use
thereof by children or others and particularly to eliminate possible consequent injury to unauthorized
persons.
1.06
1.08
Neither the Owner nor BC&E will not be responsible, under any circumstances, for construction means,
methods, techniques, sequences or procedures, or for safety precautions and progams in connection with
the work, nor shall the Owner or BC&E be responsible for Contractor's failure to employ proper safety
procedures.
SCAFFOLDING AND HOISTS: Contractor shall fumish, maintain, and be responsible for hoists,
staging, rigging, scaffolding, and runways required in the prosecution of the Work under this Contract.
Such temporary work shall be erected, equipped and maintained in accord with statutes, laws, ordinances,
rules or regulations ofthe State or other authorities and insurance companies having jurisdiction.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01500- I
1.09 ACCESS AND CONTRACTOR USE OF PREMISES: Contractor shall have access to the site as allowed
by the Owner and the Town of Vail, unless conditions beyond the Owner's reasonable control prevent
such access. Work hours are as allowed by the Owner and the Town of Vail.
Access to the interior of the building by the Contractor or subcontractor, including material suppliers and
employees, is expressly prohibited, except as specifically authorized, scheduled and supervised by a
representative ofthe Owner on a daily basis.
Control work activities and sequences to accommodate Owner use of property.
MAINTENANCE OF EXITWAYS: Contractor shall provide safe access to building at all times.
Maintain all exitways clear and free of debris or obstructions tripping hazards at all times.
CONSTRUCTION DUST AND NOISE: Contractor shall note that the building will remain in continuous
operation and use during the entire construction period. He shall take all reasonable precautions to
eliminate dust and unsightly conditions, to minimize noise related to construction operations, and to
minimize disruption and inconvenience to users of the building and adjacent buildings'
PROTECTION OF PLANTING: All landscaping, trees, shrubs and other planting within project area and
adjacent thereto (that are to be saved) shall be protected from damage due to construction operations.
Damaged items shall be restored or replaced to Owner's satisfaction.
MATERIAL STORAGE: Contractor shall store materials in a defined, secured area on site. Cunently it is
anticipated that the storage area will be immediately west of the plaza work area on the slab-on-grade
portion ofthe plaza. Protect stored materials from weather and from damage due to the construction work.
Extreme care should be utilized to ensure that overloading the existing structure does not occur. Surfaces
ofterraces that are to remain shall be Drotected from stored materials.
SNOW AND ICE REMOVAL: Provide for the expeditious removal of snow and ice as required for
safety and efficient execution ofthe work within the limits ofthe Contractor's work area.
PLAZA CONSTRUCTION CONTROLS:
A. Kettle lids and spigots shall be chained and padlocked. If set up in a public or semi-public
location, a secure 6 ft tall temporary chain link fence and other Town-required enclosures shall be
erected around the kettle. There shall be a person at the kettle at all times.
B. Building permit, if required, shall be posted.
END OF SECTION
1.10
l.ll
1.t2
1.13
l.l4 EXISTING DRAINAGE AND UTILITY LINES: The Contractor shall maintain in operation, at his
expense, for the duration of Contract, all drainage and utility lines within working areas. All connections
to or modifications of utility lines shall be made and maintained in such manner as to not interfere with the
continuing use of same by the Owner or others during the entire progress of the Work. Contractor shall
verifo that all drains in or adjacent to work areas are open and flowing freely prior to the start ofthe work
(including stocking the job). Any plugged drains and damage caused by them will be the sole
responsibility of the Contractor.
1. 15
1.16
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01500-2
SECTION OITIO
CLEANING-UP
l.0l GENERAL: The Contractor shall, at all times during the course of this Contract, keep the building, the
Owner's premises and the adjoining premises, including streets and other areas assigred to, or used by, the
Contractor, free from accumulations of waste materials and rubbish caused by his employees or Work, or
by the employees or Work of his Subcontractors. AII waste materials and debris shall be legally and safely
disposed of off the Owner's property.
l.O2 CLEANING MATEtuALS: The Contractor shall be fully responsible for any damage to any surface or
substrate caused by the improper use of cleaning techniques or materials.
I.O3 EXECUTION:
Final Cleaning: At completion of the Work, and prior thereto if so required by job-site
conditions, remove from the premises, tools, appliances, surplus materials, debris, and temporary
constnrction. Remove marks, stains and soil from building surfaces when such have resulted
from work under this Contract.
If the Contractor, upon request by the Owner, does not attend to cleaning with reasonable
promptness, the Owner may cause such cleaning to be done by others and charge the cost of same
to the Contractor or deduct the said cost from payments still due the Contractor under the
Contract.
END OF SECTION
B.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01710-r
SECTION OI74O
CONTRACTOR WARRANTIES
1.OI GENERAL:
Fumish Owner with written warranty for period of two (2) years (or for longer period where
indicated elsewhere in the Contract Documents for specific items) from date of Substantial
Completion that all work is in accord with the Contract Documents, where applicable is
watertight, and without defects in labor or materials. If repairs or changes are required in
connection with the warranted Work within the warranty period, the Confactor shall, promptly
upon receipt of notice liom the Owner, and without expense to the Owner, comply with the
following:
l. Place in satisfactory condition in every particular, all of such warranted Work and
conecr all defects therein.
2. Make good all damage to the building or site, which is the result of the condition
needing said repairs and changes.
3. Make good any Work disturbed or new work created in fulfilling any such w.rranty.
If repairs are required in connection with warranted Work within wananty period and notice
thereof is given within such period, the warranty shall continue as to Work requiring repair until
the repairs required are completed, and the termination of the warranty period shall not apply
thereto.
C. Corrections of defects, imperfections, and faults shall not relieve the Conffactor from his
responsibility for additional corrective work during the remaining time period ofthe warranty.
D. No provision in the Contract Documents nor any special or general warranty shall be held to
limit, as to time or scope of liability, the Contractor's liabiliry for defects, or the liability of his
sureties, to less than the legal limit of liability under laws having jurisdiction.
E. The Contractor will not be held responsible for defects due to misuse, negligence, willful damage,
improper maintenance, or accident caused by others.
F. The delivery of any warranties shall not relieve the Contractor from any obligation assumed
under any other provision ofthe Contract Documents.
G. The obligations of the Contractor, under this Section, shall survive termination of the Contract.
1.02 FORM OF WARRANTIES: Warranties shall be in the form set forth on the following page, shall be
printed on the Contractor's own letterhead, and shall be submitted by the Contractor to the Owner prior to
final oavment.
A.
B.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01740- I
WARRANTY
FOR
STREETSCAPE IMPROVEMENTS
THE LODGE AT VAIL. VAIL, COLORADO
We hereby warrant that the materials and workmanship of the Work which we have installed at the above-
named Project have been provided in accordance with the Contract Documents and that the Work as
installed will fulfill the requirements of the wan-anties included in the Project Manual. We agree to repair
or replace any or all of our Work that may prove to be defective in its workmanship or materials within a
period of two (2) years from Date of Substantial Completion of the above-named Work, without any
expense to the Owner, unusual abuse or neglect excepted. We also agree to repair or replace to the
satisfaction of the Owner any other work or items which may be displaced or damaged as a consequence
of the defective Work.
In the event of our failure to comply with the foregoing conditions, within seven (7) days after being
notified in writing by the Owner, we collectively or separately do hereby authorize the Owner or his
successor in interest to proceed to have said defects repahed and made good at our expense and we will
honor and pay the costs and charges therefore upon demand.
Date of Substantial Completion of above-named Work:
Name of Contractor:
Signature of Contractor Representative:
Printed Name of Contractor Representative:
Title of Contractor Representative:
Date of Signature:
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 01740-2
SECTION 02049
DEMOLITION AND PROTECTION
PART I . GENERAL
I .01 DESCRIPTION: Procedures shall provide for careful removal and disposition of materials specified to be
salvaged, coordination with other work in progress, and a disconnection schedule of utility services (if
necessary). The work includes demolition and removal of all construction indicated or specified. Removc
rubbish and debris from the work site daily unless otherwise directed; do not allow accumulations outside
the building. Store material that cannot be removed daily in areas specified by the Owner.
DUST CONTROL: Take appropriate action to check the spread of dust to occupied portions of the
building and to avoid the creation of a nuisance in the surrounding area.
PROTECTION:
1.02
1.03
A.
B.
C.
Existing Work: Protect existing work that is to remain in place, that is to be reused, or that is to
remain the property of the Owner by temporary covers, shoring, bracing, and supports. Items
which are to remain and which are to be salvaged and which are damaged during performance of
the work shall be repaired to their original condition or replaced with new, to the satisfaction of
the Owner. Do not overload structural elements. Provide new supports and reinforcement for
existing construction weakened by demolition or removal work.
Weather Protection: Protect all materials and equipment from the weather at all times. Where
removal of the existing waterproofing and related flashings is necessary to accomplish work,
have materials and workmen ready to provide adequate and approved temporary covering of
exposed areas. Temporary coverings shall be attended, as necessary, to insure effectiveness and
to prevent displacement.
Facilities: Protect all electrical and mechanical services and utilities. Where removal of existing
utilities is necessary, provide approved barricades and temporary covering ofexposed areas.
PART 2. EXECUTION
2.OI REMOVAL:
A.
B.
Remove pavement materials without damaging the garage structure.
Utilities and Services:
l.
2.
Temporarily terminate any utilities necessary (after approval of BC&E and notification
of the Owner) in a manner conforming to the nationally recognized code covering the
specific utility and satisfactory to the BC&E. Replace in a code conforming manner
after work is completed.
Provide temporary services or connections for electrical and mechanical utilities.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 02049-l
2.02 DISPOSITION OF MATERIAL:
A. Title to Materials: Except where indicated otherwise or specifically specified otherwise in other
sections, all materials and equipment removed and not reused, shall become the property of the
Contractor and shall be removed from Owner's property.
B. Reuse of Materials and Equipment: Carefully remove and store materials and equipment to be
reused or relocated to prevent damage, and reinstall as the work progresses.
2,03 CLEANUP:
A. Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent
spillage on streets or adjacent areas. Cleanup spillage from streets and adjacent areas.
B. Regulations: Comply with Federal, State, and local hauling and disposal regulations.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 02049-2
February 24,2006 Lodge at Vail Streetscape Improvements
sEcrroN 020s0
REMOVALS
PART I: GENERAL
1.00 RELATED DOCUMENTS: The General Contract C<.rnditions, Drawings and other Division-l Specification
scctions apply to Work of this Section.
1.01 DESCRIPTION: The work of this section consists of demolition and removal of asphalt pavement,
concrete slabs and curbs, stone and concrete unit pavers, site utilities, concrete, brick and stone steps and
handrails, walls and stone masonry, lighting and furnishings, trees and other plant material, signs,
abandoned utilities and miscellaneous site furnishings. The work also includes filling and grading, and
disposal of unsalvageable materials.
1.02 QUALITY ASSURANCE: Comply with safety requirements for demolition, ANSI 4'10.6-83. Erect
suitable baniers around open excavations. Blasting will not be permitted without prior approval of Owner's
Representative. No burning will be permitted.
I.O3 PROJECTCONDITIONS:
Any and all materials removed, unless designated to be salvaged or reused, shall become the
property of the Contractor.
Materials to be reused shall be protected from defacing or damage, and shall be reused in
conformance with the applicable specification sections and in the configuration show on the
construction plans.
Materials to be salvaged shall be protected from defacing and damage, and shall be stockpiled in a
location designated by the Owner's Representative.
Keep dust to a minimum at removal areas. Use sprinklers or water trucks as necessary.
Ensure safety of persons in demolition area. Provide temporary barricades as required per Section
01500.
PART2: PRODUCTS
2.01 FILL MATERIALS: Satisfactory soil material for backfilling hole and pits created by removals shall be in
conformance with the provisions of Section 02200.
PART3: EXECUTION
3.01 PREPARATION:
A. Protect structures, pavemcnt, utilities, and vegetation to remain.
B. Set up all barriers, including those for tree protection, per Section and 01500.
3.02 REMOVALS:
The contractor shall removal all items and materials as designated on the construction plans, or
otherwise directed by the Owner's Representative, without disturbing existing adjacent
improvements. Where adjacent improvements are damaged by the Contractor's operations they
shall be repaired and/or replaced to the satisfaction of the Owner's Representative and at the
Removals
02050 - I
B.
D.
February 24,2006
C.
E.
F.
B,
Lodge at Vail Streetscape Improvements
Contractor's expense.
Where concrete, pavers, asphalt walks, or roadways are to be removed, sawcutting or other
approved methods shall be performed at the location of the extent of demolition. Sawcutting shall
be to the full thickness of the material and shall be straight and true.
Underground utilities shall be removed or abandoned as indicated on the construction plans.
Underground utilities not specified to be removed or abandoned in the construction plans shall be
abandoned unless their location conflicts with the proposed improvements. Contractor shall be
responsible for notifying Owner's representative of location of utility abandonments prior to
backfill of trench and all underground abandonments shall be clearly delineated on the project
record drawings. Contractor shall fill and./or plug abandonments as indicated on thc construction
plans.
Underground utility materials shall be removed to the nearest joint beyond the limits of removal.
Contractor shall coordinate all isolation, disconnection and shut-offof utility systems with Owner's
Representative a minimum of seven days prior to affecting service of any utility. Excavation,
backfill and compaction associated with underground demolition and relocation shall be performed
in accordance with the requirements of Section 02200.
All light standards and fixtures, signage, utility valve manhole covers shall be salvaged, removed,
and stockpiled in a location designated by the Owner's Representative unless directed otherwise.
Foundations and associated items for these items shall be removed and disposed of at the
Contractor's expense. Contractor shall reinstall these items as noted in the drawings or as directed
by the Owner's Representative.
Miscellaneous street items including view corridor identification points, control points,
benchmarks, monuments, shall be salvaged, removed, and reset as required by Owner's
Representative. Contractor shall be responsible for maintenance of these points and any surveying
required to reestablish prior to final acceptance.
In areas where existing snowmelt and/or concrete unit paver system are specified to remain, the
Contractor shall coordinate all removals with Owner's Representative to ensure appropriate
connections and transitions of pavement material. Contractor shall be responsible for replacement
of all paving materials designated to remain damaged by construction operations. In addition,
Contractor shall be responsible for reinstalling existing snowmelt systems including all damages to
system caused by construction. All snowmelt systems designated to remain must be fully
operational at final acceptance.
Site walls and stone shall be removed as indicated on construction plans. Foundations and
associated miscellaneous items for these items shall be removed and disposed of at the
Contractor's expense. In specific locations portions of existing site walls are to remain, sawcutting
or other approved methods shall be performed at these location of the extent of demolition where
indicated on the construction plans. Sawcutting shall be to the full thickness of the material and
shall be straight and true.
Building veneer and related appurtenances shall be removed as indicated on plans. Contractor
shall field verify and coordinate removals from building faces with Owner's Representative and
Property Owner. Contractor shall be responsible for protecting building materials exposed by
veneer removal during construction. Where adjacent building improvements are damaged by the
Contractor's operations they shall be repaired and/or replaced to the satisfaction of the Owner's
Representative and at the Contractor's expense.
Landscape areas shall be removed as indicated on the construction plans including all plant
material, mulch, topsoil, and related inigation as indicated on the plans or as directed by the
Removals
02050 - 2
D.
Lr.
H.
February 24,2OO6 Lodge at Vail Streetscape Improvements
Owner's Representative.
K. All materials not designated to be reused or salvaged shall be hauled offthe Project site and legally
disposed of at the Contractor's expense.
3.03 RISTORATION:
A. Backfilling:
l. Holes and pits created by removing existing structures and materials shall be backfilled
with satisfactory soil material. This material shall be placed in lifts, moisture treated
and compacted in accordance with the requirements of Section 02200. The backfill
shall be graded to within plus or minus 0.1 foot of the elevations indicated on the final
drawings.
2. Ensurc that areas to be filled are free of standing water, fiost, frozen material, and
3.O4 DISPOSAL:
A. Remove trash, debris and waste materials, and legally dispose of it off the property.
B. All materials to be stockpiled, whether temporarily for reuse or for disposition by the Owner, shall
be protected from contamination, defacement, degradation, adverse weather condition, and
vandalism in accordance with the contract documents.
END OFSECTION
Removals
02050 - 3
February 24, 2006 Lodge at Vail Streetscape Improvements
SECTION O2IOO
SITE PREPARATION
PART 1: GENERAI
l.l RELATED DOCUMENTS: The General Contract Conditions, Drawings, and other Division-1
Specifications apply to Work of this Section.
1.2 DESCRIPTION: The work of this section consists of protection of existing work to remain, topsoil
stripping, and removing and disposing of vegetation and debris.
I.3 DEFINITIONS:
A. TOPSOIL: Natural or cultivated surface soil layer containing organic matter and sand, silt, and
clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying
subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in
diameter, and free of weeds, roots, and other deleterious materials.
B. CLEARING: The scalping and removal of on-grade or above-ground vegetative growth such as
live and dead trees, loges, stump, downed branches, brush, weeds, grass, sod, decayed vegetative
matter and other organic material, trash, rubbish, and any improvement or obstructions not
removed by site or building demolition work.
C. GRUBBING: The removal of trunks, stumps, buried logs, roots, and other objectionable materials
below the surface of the sround.
1.4 CENERAL:
A. Protect benchmarks, stakes, and similar items from damage.
B. Protect and maintain existing utilities and underground work which is to remain.
C. Protect improvements on adjoining properties.
D. Protect existing trees and other vegetation.
E. Provide dust control as required for alleviation or prevention of dust nuisance on or about the site
or borrow area.
I.06 SUBMITTALS:
A. Contractor shall submit list of all items to be salvaged.
B. Photographs or videotape, sufficiently detailed, or existing conditions of buildings, trees and
planting adjoining consFuction, and site improvements that might be misconstrued as damage
caused by construction.
C. Record drawings identifying and accurately location all capped utilities and others subsurface
structural, electrical, and mechanical conditions.
PART2: PRODUCTS
2.1 BACKFILL MATERIAL: As specified in Section 02200.
Site Preparation
02100 - I
O PARr 3: E)ccurroN
February 24,2OO6 Lodge at Vail Streetscape Improvements
3.01 COORDINATION
A. Contractor shall coordinate street banicading with the local entity and Owner's Representative
prior to blocking any traffic lanes on any street, plaza, or pedesEian way.
B. Contractor shall obtain a traffic control oermit from the local entitv.
3.02 PROTECTION OF TREES AND VEGETATION TO REMAIN: Locate and suitably identify trees and
improvements indicated to remain. See Section 02125.
3.03 CLEARING: Remove brush and vegetation from areas designated to be cleared. As directed by the
Owner's Representative, trim low hanging, unsound, or unsightly branches on trees and shrubs designated
to remain. Make cuts flush with trunk or branch.
3.04 GRUBBING: Remove all stumps, roots, and debris a minimum of 18 inches below original ground in all
areas as required. Use hand methods for grubbing inside drip line of trees to remain. Fill stump and root
holes as specified in Section 02200.
3.05 PROTECTION OF BENCHMARKS, STAKES AND SIMILAR ITEMS
A. Protect all existing benchmarks, stake, and control points within the limits of construction. All
survey control points disturbed during construction shall be reset and documented with the
appropriated agency at the Contractor's expense
3.06 PROTECTION OF EXISTING UTILITIES, UNDERGROIJND WORK AND ADJOINING PROPERTY
IMPROVEMENTS
A. Protect all existing utilities and underground feature to remain within the limits of construction.
Contractor shall coordinate construction near existing features with the appropriate agency
requirements and the Owner's Representative.
B. Protect all adjacent property improvements during construction. Contractor shall repair all damage
incurred at their own expense.
C. Comply with all applicable noise abatement ordinances or regulations.
3.07 DISPOSAL
A. All materials removed, unless otherwise noted, shall become property of Contactor and shall be
removed off-site and legally disposed of.
B. Burnins of waste materials on site is orohibited.
END OFSECTION
Site Preparation
02t00 - 2
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION 02200
EARTHWORK
PART 1 - GENERAL
I.OI WORKINCLUDED
A. Furnish and Install:
l. Excavation, including Haul
2. Fill
3. Removal and Replacement of Subgrade Material
l.O2 RELATED WORK: General Conditions and Division One Specifications
I.O3 QUALITY ASSTJRANCE
A. Testing Agency: All soils testing during construction will be conducted by an approved
testing laboratory.
B. All materials and operations under this section of the Specifications shall be executed under
the supervision of an Owner's Representative employed by the Owner who will place
qualified personnel on the site during earthwork operations, as necessary. Provide ftee
access to work sites and facilities at all times and provide the equipment and manpower
necessary for the Owner's Representative to perform his work at no additional cost to the
Owner.
C. Regulatory Requirements: Applicable codes, ordinances and regulations of authorities
having j urisdiction.
I.O4 REFERENCES
A. Reference Standards: Comply with:
l. Compaction standard: Standard Proctor Density, ASTM
D-698-78.
I.O5 SUBMITTALS
A. Test reports of soils testing dwing construction will be disfributed by the testing laboratory
and/or Owner's ReDrcsentative.
I.06 PROJECT CONDITIONS
A. General: Visit, inspect, and become familiar with the site and the work required under this
Section.
B. Test Holes: A geotechnical exploration was performed by CTL Thompson on August 12,
2002. A copy of the report will be provided to Contractor if requested.
Earthwork
02200-r
t.07
Februarv 24.2006
PART 2 - PRODUCTS
2.01
2.02
PART 3 - DGCUTION
INSPECTION
Lodge at Vail Streetscape Improvements
Contractor Investigation: Test borings and other exploratory work may be made by the
Contractor, at no cost to the Owner, after obtaining approval to proceed from the Owner's
Representative. The Contractor will not be entitled to extra compensation for any additional
work required thereby.
C. Existing Utilities:
l. Locate all existing underglound utilities and pipes in the areas of work. If the
utilities and pipes are to remain in place, provide adequate means of protection
during earthwork operations. Properly repair damage to utilities to the satisfaction
of the utility company at no expense to the Owner.
2. Should pipes or utilities be encountered during excavation which had not been
located or were incorrectly located, consult the utility company immediately and
provide assistance and cooperation in repairing and restoring the utility service.
3. Do not interrupt any existing utility service, except after obtaining written
permission from both the utility company and the Owner. Provide acceptable
temporary utility services during these intemrptions.
WARRANTY
Fill and Backfill: Settlement in backfill, fill, or in structures and paving built over backfill or
fill, which may occur within the one year waranty period shall be conected at no cost to the
Owner. Restore any structures damaged by settlement to their original condition at no cost
to the Owner.
FILL
General: Fill material shall be approved as to type by the Geotechnical Engineer and/or
Owner's Representative before placement.
Fill Material: On-site excavated material free debris and organic material and approved by
the Geotechnical Engineer and/or Owner's Representative, me€ting moisture placement
limitations.
}IATJL
The transportation of unusable excavated material from the work site to a disposal area or the haul of
fill into the site as may be required. Haul will not be paid separately, and costs should be included in
the "Eanhwork-Complete in Place" quantities.
B.
Site Visit: Visit and inspect the site and take into consideration
inferable conditions affecting the work. Failure to visit the site
Contractor of furnishing materials or performing the work required.
known or
will not
reasonably
relieve the
Earthwork
022W-2
3.01
February 24,2O06 Lodge at Vail Streetscape Improvements
O 3.o2 PREPARATT.N
A. Field Engineering: See the drawings for benchmarks, monuments, rcfercnce points and
layout of the work.
B. Explosives: The use of rock breaker charges may be allowed upon receipt ofTown of Vail
prior approval on a case by case basis.
C. Protection:
l. Baricade open excavations occurring as part of this work and post warning lights.
Provide barricades and warning lights as recommended by authorities having
jurisdiction.
2. Adequately protect all structures, utilities, sidewalks, pavements, and other
facilities existing prior to this work from damage caused by settlement, lateral
movement, undermining, washout and other hazards created by earthwork.
3. Restore any sructure or facility existing prior to this work which is damaged during
completion of this work to a condition as good as or better than existed before the
work commenced, regardless if the damage was caused accidentally or through
carelessness. Restoration shall be approved by the Owner's Representative or
other parties having jurisdiction over the facilities and shall be at no additional cost
to the Owner.
3.03 EXCAVATION
A. General: Excavate existing materials to the lines and grades indicated. Remove materials in
such a manner as to provide as readilv usable a material as possible.
B. Unclassified Excavation: All excavation is considered as unclassified and is defined as
removal of all material encountered, regardless of soil type. Unclassified excavation is con-
sidered normal excavation and no exfa pavments will be allowed.
l. Methods of Excavation: It is anticiDatod that excavation can be oerformed bv
conventional equipment.
3.M STABILIZATIONMATERIAL
A. Observation: When excavation has reached the designed lines and grades, notify the
Owner's Reoresentative who will observe the conditions in the excavation.
B. Remedial Work: If material exposed in the excavations is deemed unsuitable for
construction, remove and replace the unsuitable material with angular rock ranging in size
from 3-inch spalls to Type VL, as directed by the Owner's Representative. Use of
Stabilization Material below design lines and gades shall only be completed upon prior
approval by the Owner's Representative.
3.05 PREPARATION OF NAT1JRAL GROIJND
Earthwork
02200-3
A. General: Remove frozen or muddy ground in fill areas.
February 24,2006 Lodge at Vail Streetscape Improvements
B. Structure Subgrade Preparation: Prior to placing any new fill, fill areas should be stripped of
all the existing fill, vegetation and organic soil. These materials require stripping to reduce
the potential for excessive and/or differential settlement under load and potential for
excessive seepage resulting from their high permeability.
To properly prepare the Structure Subgrade area may require lowering of the groundwater
level. This may be accomplished by installation of an interceptor drain, trench or dewatering
wells. The ground surface beneath the embankment prism should be scarified to a depth of 6
inches and recompacted to 95Vo of the maximum standard Proctor density prior to the
beginning of fill placement.
3.06 FILLING
General: Fill and compact to levels required to complete the work indicated. Filling may
require soil material in excess of quantity of suitable material available from required
grading and excavations. Some material may require adjustment of moisture and rehandling
before placement.
Placing Fill: Distribute material to avoid formation of lenses or layers of material differing
substantially from sunounding material. Deliver material at uniform rate to permit satisfac-
tory procedure to result in well and uniformly compacted fill. Avoid unnecessary
concentration of travel causing ruts and uneven compaction. Regrade and compact ruts and
hollows more than 6 inches deep before compacting. Spread fill material in horizontal
layers not greater than 8 inches thickness of loose material to within optimum moisture limits
described below.
Environmental Conditions:
l. Under no condition shall fill be placed on frozen soil nor shall frozen fill or fill
containing snow or ice be placed. Fill shall be material having a temperature of 32o
Fahrenheit or more.
2. Fill placement during inclement weather shall be as directed by the Geotechnical
Engineer.
3. Due to the site location and planned construction period, frerzing conditions may
be expected in the fill. Develop fill placement techniques which will prevent
frozen fill conditions from developing. Removal and replacement of frozen fill
shall be at the Contractor's expense.
Fill Moisture Content: Distribute unifornrly and consislently as possible throughout the fill
material. The moisture content of the fill shall be as specified below and the fill shall be at
the specified moisture content prior to placement.
l. Moisten fill material by the addition of water, if fill moisture contents are below the
moistue contents specitied. Aerate and dry the fill material if fill moisture
contents are above those specified. The addition of water or additional drying of
fill material may be allowed after placement, prior to compaction, so long as such
procedures provide a uniform and consistent fill moisture content as designated by
the Owner's Representative.
2. The final in-place moisture shall be within minus 2Vo and plus 2Vo of optimum
unless below a structure or used to consftuct an embankment.
Earthwork
022004
B.
C.
D.
February Vl,20Q6 lodge at Vail Streetscape Improvements
O 3.07 DArVIAGEDoRr,JNUs$LEMATERTAL
A. Earth that has becn rendered unfit to receive planting due to concrete water, mortar or limc
water dumped on it shall be removed from the site and replaced with clean earth.
3.08 FINISH GRADING
A. General: Cut and fill areas as indicated or required to permit finishing to the finish grades
indicated.
B. Subgrade under Sidewalk, Curb, Gutter nnd Slabson-Grade: Finish grade to bearing surface
as required. Tolerance (+/-)0.05 foot.
C. Subgrade Under Paving: Finish grade to bottom elevation of aggregate base course or other
material to be placed. Tolerance: (+/-)0.05 foot.
D. Subgrade Under Landscaped Areas: Finish grade to elevations indicated. Tolerance
(+/-)0.1 foot.
3.09 FIELD QUALITY CONTROL
A. Placement Method: Obtain the Owner's Representative's approval of the method of placing
and compacting beforc starting compacted fill or backfill placement.
A. Compaction: Comply with Section 02221, Trenching, Bacldrlling, and Compacting.
END OFSECTION
Earthwork
u22n-5
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION 02221
EXCAVATING, BACKFILLING, AND COMPACTING
PART 1 . GENERAL
I.OI WORK INCLIJDED
A. Construct and complete:
l. Excavation for footers, storm sewer facilities, utility trench facilities and drain lines
as shown on the Plans.
2. Backfilling of trenches and structures-
3. Compacting of backfilled areas.
I.O2 RELATED WORK
A. General Conditions and Division One Specifications
B. Section 02050; Removals
C. Section 02100; Site Preparation
D. Section 02200: Earthwork
I.O3 PROJECT CONDITIONS
A. Existing Conditions: Contractor shall visit, inspect, and become familiar with the site and
the work required under this se,ction. Underground obsructions known to the Owner's
Representative, except service lines, are noted on the Drawings in their approximate
locations. These locations may prove to be inaccurate, and other obstructions not shown
may be encountered. Regardless, it shall be the responsibility of the Conftactor to protect
and restore all undereround obstructions encountered.
B. All excavations shall be protected from the entry of storm and snowmelt runoff, and shall be
adequately barricaded to achieve the highest level of public safety possible. Pedesrian and
vehicular traffic shall be maintained as established elsewhere in these specifications.
I.O4 WARRANTY
A. Backfill: Settlement of backfill around structures and within trenches within the one year
warranty period shall be corrected by the Contractor at no cost to the Owner. Moreover, any
structues damaged by settlement shall be restored to their original condition or replaced by
the Contractor at no cost to the Owner.
PART 2. PRODUCTS
2.OL BEDDING
Excavating, Bacldrlling and Compacting
02221-r
Februarv 24 . 2006
2.O2
Lodge at Vail Streetscape Improvements
A. Where required by the project Plans and Details, bedding under and around pipes and
structures shall conform to CDOT Standard Specifications Section 703.03 for Class 6
Aggregate Base Course, except that asphaltic material will not be an allowed aggregate.
BACKFILL
Utility Trench Backfill Material: Within the Backfill zone as identified on the Details,
on-site excavated material shall conform to CDOT Standard Specifications Section 703.08
for Class 2 Structure Backfill, and shall exclude rock fragments larger than 6 inches as
measured in the greatest dimension. The Owner's Representative shall approve all backfill
material, and may, at the Owner's Representative's option, require the Contractor to import a
more suitable material.
B. Structure Backfill Material: Backfill material within the structure excavation lim.its defined by
CDOT Standard Plan No. M-2O6-L for inlets. manholes. vaults. and other structures. and
as specifically shown on CDOT Standard Plan No. M-603-3 for precast box culverts,
shall conform to CDOT Standard Specifications Section 703.08 for Class 2 Structure
Backfill, and shall exclude rock fragments larger than 3 inches as measured in the grcatest
dimension. Beyond this zone, rock fragments up to 6 inches in diameter will be allowed.
The Owner's Representative shall approve all bacldrll material, and may, at the Owner's
Representative's option, require the Contractor to import a more suitable material.
2.O3 FLOW.FILL
Where required by the project Plans and Details, flow-fill shall conform to CDOT Standard
Specifications Se ction 206.02.
PART 3. EXECUTION
3.01 EXCAVATION
General: Except where otherwise shown on the approved Drawings and except when the
Owner's Representative gives written direction to do otherwise, all excavations shall be
made by open cut to the depth required to construct the pipelines and stucnres as shown on
the Drawings. The length of rench or size of excavation permitted to be open at any one
time may be limited when, in the opinion of the Owner, such limitation is necessary for the
safety and convenience of the public. The ConEactor shall perform all excavation of every
description and of whatever substances encountered to the depths indicated on the Drawings
or as otherwise specified. During excavation, material suitable for bacldlling shall be piled
in an orderly manner to a sufficient distance from the banks to avoid overloading and to
prevent slides or cave-ins. Unless otherwise specified on the Drawings, or as directed by the
Owner, all excavated materials not suitable for bacldill shall be removed from the site. Such
grading shall be done as may be necessary to prevent surface water from flowing into
trenches or excavations and any water accumulating therein shall be removed by pumping or
by other approved methods.
Any larger than 6 inch rocks and boulders or unsuitable material encroaching on the limits
of the trench excavation shall be removed and shall be included as part of the work
required for the related construction item. No additional payment will be made for
additional excavation and related backfill.
C. Excavation Support: Excavations shall be adequately supported and the safety of the
workers provided for as requhed by the most recent Occupational Safety and Health
Excavating, BackCilling and Compacting
0222r-2
B.
February 24,2006
3.02
3.03
3.04
D.
Lodge at Vail Streetscape Improvements
Administration (OSHA) "Safety and Health Regulations for Construction." These
regulations are described in Subpart P, Part 1926 of the Code of Federal Regulations.
Sheeting and shoring shall be utilized where required to prevent any excessive widening or
sloughing ofthe excavation that may be detrimental to human safety, the ongoing work, or to
any existing structure. Excavated material shall not be placed nearer than two (2) feet from
the sides of the excavation. Fleavy equipment shall not be used or placed near the sides of
the excavation unless the excavation is adequately braced.
Preparation of Foundation: When the excavation is in firm earth, care shall be taken to
avoid excavation below the established grade plus the required specified overdepth to
accommodate the bedding material. If soft, or otherwise unsuitable foundation material is
encountered in the bottom of the excavation, the OWNER may order its removal and its
replacement with stabilization material to provide a suitable foundation. The fact that the
excavation bottom is wet will not necessarily be considered as evidence of instability.
However, any water accumulating therein shall be removed by pumping or by other
approved methods and the dewatered condition maintained for regular assessment of
stabilitv of the excavation.
BEDDING
General: After completion of the excavation and proper preparation of the foundation,
bedding material shall be placed on the excavation bottom for support of the work. The
extent of bedding above and below pipes, and under structues, shall be in accordance with
the Plans and Details. Placement of the bedding shall insure the filling of all voids, shall be
in 6-inch maximum lifts throughout the bedding zone, and may be accomplished using any
means and methods necessary to protect the facilities and insure continuous support of the
installation.
B. Pipe Bedding: Bell holes shall be excavated below each pipe joint. All pipe shall be
installed in such a manner as to insure full support of the pipe barrel over its entire length.
After the pipe is adjusted for line and grade and thejoint is made, the bedding material shall
be carefully placed to insure the filling of all voids and continuous support of the pipe.
BACKFILLING
A. General: Backfill material shall be placed in l2-inch lifu throughout the bacldill zone.
Placement of the backfill may be accomplished using any means and methods necessary to
protect the facilities and to conform to the compaction requirements as specified herein.
B. Subterranean Structures: Under no conditions shall construction vehicles pass over
subtenanean structures until such time as the first lift of backfill has been placed, moistened
and compacted as directed herein. All damages, remedial measures, excavation and backfill
necessary to verify the condition of subtenanean sructures resulting from the Contractor's
failure to place backfill as directed above shall be at the Contractor's expense.
COMPACTION
Bedding material utilized beneath structures and all bacldrll material shall be
compacted to a minimum of 95Vo of the Standard Proctor Density as specified in
ASTM D-698-78.
Compaction: After the backfill material has been brought to the specified moisture
content and placed in the prescribed lifts, the material shall be compacted using the
Excavating, Bacldilling and Compacting
02221-3
A.
B.
February 24,2006
3.05
Lodge at Vail Streetscape Improvements
compaction equipment specified herein in accordance with the following
requirements:
Allowablc
Moisture Content
from Optimum
(Vo Below I 7o Above)
Minimum
Drv DensityCompaction Zone
Beneath Concrete Structures
Embankments
All Other Areas
C. Compaction Equipment:
1.
J.
95
95
95
ot3
o/3
2t2
General: Contractor shall fumish the appropriate compaction equipment necessary
to achieve the specified compactions for the various material types.
Sheepsfoot compactors shall not be used for compacting fill within one foot above
subterranean structures placed during construction. Hand-operated compaction
equipment shall be used to compact fill above subterranean structures and within
two feet of retaining walls, manholes, inlets or other vertical sFuctures within the
proJect.
Sheepsfoot compactors shall be utilized to achieve adequate bonding of cohesive
materials as opposed to smooth-drum compactors.
Vibratory-type compactors or other construction techniques as approved by the
Owner's Representative shall be utilized on all sand and gravel materials.
Vibratory plate compactors shall not be used on or within two feet of any clay
layers.
Damages or delays in construction caused by the Contractor's failure to comply
with these restrictions shall be remedied at the Contractor's exoense.
COMPACTION QUALITY CONTROL
Related Requirements: Section 02200 - Earthwork
Testing - General:
l.Contractor shall provide such equipment and facilities as the Owner may require
for conducting field tests and for collecting and forwarding samples.
Any material used by the Contractor may be tested at any time during their
prepa.ration or use. When requested by the Owner's Representative, Contractor
shall fumish the required samples without charge and make sufficient arrangements
to permit the testing.
Tests shall be made by an accredited testing laboratory selected by the Owner.
Except as otherwise provided, sampling and testing of all materials and the
laboratory methods and testing equipment shall be in accordance with the latest
J.
Excavating, Backfilling and Compacting
o222r4
2.
4.
5.
B.
2.
February 24,2006
3.06
Lodge at Vail Streetscape Improvements
standards and tentative methods of the American Society for Testing Materials
(ASTM).
4. Where additional or specific information concerning testing methods, sample sizes,
etc. is required, such information is included under the applicable sections of the
Specifications.
Any modification of, or elaboration on these test procedures which may be
included for specific materials under the respective sections in the Specifications
shall take precedence over these procedures.
Fill and Backfill Tests
l. Control tests of fill and backfill shall be made as determined bv the Owner's
Representative.
2. Notification: Contractor shall notifo the Owner's Representative at least 24 hours
prior to filling and backfilling operations.
3. Test Results: The testing laboratory will have a period of 24 hours after field-
testing to report the frnal results. Results will be reported verbally with written
confirmation later provided to the Contractor, Owner, and Owner's Representative.
Compliance
l. Contractor retains the right to have tests performed at his own expense on any material,
at any time, for his own information and job control.
2. Compliance of compaction requirements shall be based on tests specifically directed by,
and performed in the presence of the Owner's Representative. Failing tests shall be
paid for by the Contractor and re-tested until passing results have been obtained to the
satisfaction of the Owner's Representative. The Contractor shall be liable for any
corective action deemed appropriate by the Owner's Representative, including, but not
limited to, the complete removal and replacement of defective material.
FIMSHGRADING
General: Cut and fill areas as indicated or required to permit finishing to the hnish grades
indicated.
Subgrade under Sidewalk, Curb, Gutter and Slabs-on-Grade: Finish grade to bearing surface
as required. Tolerance (+/-)0.05 foot.
Subgrade Under Paving: Finish grade to bottom elevation of aggregate base course or other
material to be placed. Tolerance: (+/-)0.05 foot.
Subgrade Under Landscaped Areas: Finish grade to elevations indicated. Tolerance
(+/-)0. I foot.
Excavating, Backfi lling and Compacting
0222t-5
D.
B.
C.
D.
END OF SECTION
February 24, 2006 Lodge at Vail Streetscape Improvements
SECTION 02232
AGGREGATE BASE COI.JRSE
PART I - GENERAL
I.OI WORKINCLUDED
The work specified herein shall consist of furnishing and placing of Aggregate Base Course in
contbrmity with the project Plans and Details.
I.O2 RELATEDWORK
A. Section02200;Earthwork
B. Section 02513; Asphalt Pavement
C. Section 03300; Cast In Place Concrete
I.O3 SIJBMITTALS
A. An Aggregate Base Course sieve analysis shall be submitted by the Confactor for review by
the Owner's Representative prior to delivery to the site:
O l.oo REFERENCE'TANDARDS
A. CDOT Standard Specifications Section 304; Aggregate Base Course.
B. CDOT Standard Specifications Section 703.03; Aggregate for Bases.
PART 2. PRODUCTS
2.OL MATERIALS
A. Aggregate Base Course shall conform to CDOT Standard Specifications Section 703.03
for Class 6 Aggregate Base Course, except that asphaltic material will not be an allowed
aggregate.
PART 3 - NGCUTION
3.OI GENERAL
A. Placing, mixing, and compaction of Aggregate Base Course shall be in accordance with
CDOT Standard Specifications Section 304.
B. Measurement and Payment of Aggregate Base Course shall be in accordance with these
Specifications, Section 0 1025.
END OF SECTION
Aggregate Base Course
02232-l
February 24, 2006 Lodge at VaiI Streetscape Improvements
SECTION 02sr3
ASPI{ALT PAVEMENT
PART I. CENERAL
I.OI WORKINCLUDED
The work specified herein shall consist of furnishing and placing of Asphalt Pavement in conformity
with the project Plans and Details.
I.O2 RELATEDWORK
A. General Conditions and Division One Specifications
B. Section 02200: Earthwork
C. Section 02232; Aggregate Base Course
I.O3 SUBMITTALS
A. CONTRACTOR shall submit an Asphalt Pavement mix design including a9gregate
gradation, asphalt grade, and filler and bituminous material composition for review by the
Owner's Representative prior to delivery to the site:
I.O4 REFERENCESTANDARDS
A. CDOT Standard Specifications Section 401; Plant Mix Pavements-General.
B. CDOT Standard Specifications Section 403; Hot Bituminous Pavement.
PART 2 . PRODUCTS
2.OI MATERIALS
A. Asphalt Pavement shall conform to CDOT Standard Specifications Section 401. The
Gradation shall conform to Type SX as shown in CDOT Table 703-3 in accordance with the
1999 Standard Specifications (Purple) for Road and Bridge construction.
PART 3 . DGCUTION
3.OI GENERAL
A. Construction requirements associated with the furnishing and placing of Asphalt Pavement
shall be in accordance with CDOT Standard Specifications Section 401.
B. Measurement and Payment of Asphalt Pavement shall be in accordance with these
Specifi cations, Section 01025.
ENDOFSECTION
Asphalt Pavement
025t3-r
February 24, 2006 Lodge at Vail Streetscape Improvements
SECTION 02521
CONCRT]TE UNIT PAVERS
PART I GENERAL
I.OI RELATED DOCUMENTS
A. The General Contract Conditions, Drawings, and Division - I Specification sections, apply to
Work of this section.
I.OI DESCRIPTION
A. Provide all labor, materials and equipment necessary to install concrete unit pavers.
I,O2 RELATED SECTIONS
A. Section 02232 - Aggregate Base Course
B. Section 02513 - Asphalt Pavement
C. Section 02260 - Fine Grading
D. Section 04105 - Mortar and Grout
E. Division 15 and 16
1.03 REFERENCES
American Society of Testing and Materials (ASTM):
A. C 33, Specification for Concrete Aggregates.
B. C 136, Method for Sieve Analysis for Fine and Coarse Aggregate.
C. C 140, Sampling and Testing Concrete Masonry Units.
D. C 144, Standard Specification for Aggregate for Masonry Mortar.
E. C 936, Specification for Solid Interlocking Concrete Paving Units.
F. C 979, Specification for Pigments for Integrally Colored Concrete.
G. D 698, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a
5.5-lb (2.49 kg) Rammer and 12 in. (305 mm) drop.
H. D 1557, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a
l0-lb (4.54 kg) Rammer and 18 in. (457 mm) drop.
L D 2940, Graded Aggregate Material for Bases or Subbases for Highways or Airports.
1,04 QUALITY ASSURANCE
A. Manufacturer: Company specializing in the manufacture of concrete interlocking pavers for a
minimum of three (3) years.
B. Installation shall be by a contractor and crew with at least one (3) years of experience in placing
interlocking concrete pavers on projects of similar nature or dollar cost.
C. Installation Contractor shall conform to all local, state/provincial licensing and bonding
requirements .
I.O5 SIJBMITTALS
A. Submit seven (7) copies of product drawings and data.
B. Submit full size sample sets of concrete paving units to indicate color and shape selections.
Color will be selected by Owner's Representative from manufacturer's available colors.
C. Submit sieve analysis for grading of bedding and joint sand.
D. Submit test results from an independent testing laboratory for compliance of paving unit
requirements to ASTM C 936.
E. Indicate layout, pattern, and relationship of paving joints to fixtures and project formed details.
Concrete Unit Pavers
02521 - |
February 24,2006 Lodge at Vail Streetscape Improvements
F. Substitutions: Substitutions shall be submitted l0 days prior to bid opening for acceptance.
I.06 MOCK-UPS
A. Install a 7 ft. x7 ft. (2 m x2 m) paver area as described in futicle 3.02. Contractor shall provide
mock-up for each paver area. This area shall be the standard from which the work will bejudged.
Consideration shall be given with regard to differences in age of materials from time of mock-up
erection to time of actual product delivery. Mock-ups shall not be part of the work.
I.O7 DELIVERY, STORAGE, AND HANDLING
A. Deliver concrete pavers to the site in steel banded, plastic banded, or plastic wrapped cubes
capable of transfer by fork lift or clamp lift. Unload pavers atjob site in such a manner that no
damage occurs to the product.
B. Sand shatl be covered with waterproof covering to prevent exposure to rainfall or removal by
wind. The covering shall be secured in place.
C. Coordinate delivery and paving schedule to minimize interference with normal use of buildings
adjacent to paving.
I.O8 ENVIRONMENTALCONDITIONS
A. Do not install sand or pavers during heavy rain or snowfall.
B. Do not install sand and Davers over frozen base materials.
C. Do not install frozen sand.
PART2 PRODUCTS
2.OI CONCRETE UNIT PAVERS
A. Concrete pavers shall be supplied by Pavestone Company. Denver, CO: (303) 287'3700 or
approved equal.
B. Product names/shape, color, overall dimensions, and thickness shall be:
l. Pavers over parking garage structure:
a. All pavers shall be 40mm thickness with tumbled finished.
b. Holland Stone Series, Vail Blend (507o Charcoal, 30% Oaks Blend, andA0%o Light
Brown) to match adjacent Gore Creek Drive pavers coordinate and field veriS with
Owner's Representativo.
c. Reference construction plans for pattem and layout
2, Pavers over asphalt subgrade:
a. All pavers shall be 80mm thickness with tumbled finished.
b. Holland Stone Series, Vail Blend (507o Charcoal, 307o Oaks Blend, and 207o Light
Brown) to match adjacent Gore Creek Drive pavers coordinate and field verify with
Owner's Representative.
c. Reference construction plans for pattern and layout
3. Pavers at Wildflower Walk (aggregate base)
a. All pavers shall match existing. Contractor shall field verify with Owner's
Representative prior to construction.
Concrete Unit Pavers
o252t -2
February 24, 2006 Lodge at Vail Streetscape Improvements
C. Pavers shall meet the following requirements set forth in ASTM C 936, Standard Specification
for Interlocking Concrete Paving Units:
1. Average compressive strength of 8,000 psi (55 MPa) with no individual unit under 7,200
psi (50 MPa).
2. Average absorption of57o with no unit greater than'l Vo when tested in accordance with
ASTM C I4O.
3. Resistance to 50 freeze-thaw cycles when tested in accordance with ASTM C 67.
D- Pigment in concrete pavers shall conform to ASTM C 979.
E. Materials shall be manufactured in individual layers on production pallets
F. Materials shall be manufactured to produce a solid homogeneous matrix in the produced unit.
2.O2 VISUAL INSPECTION
A. All units shall be sound and free of defects that would interfere with the proper placing of units r
impair the strength or permanence of the construction.
B. Minor cracks incidental to the usual methods of manufacture, or chipping resulting from customary
methods of handling in shipment and delivery, shall not be deemed grounds for rejection.
2.O3 SAMPLING AND TESTING
A. Manufacturer shall provide access to lots ready for delivery to the Owner's Representative for
testing in accordance with ASTM 936-82 for sampling of material prior to commencement of
paver placement.
B. Manufacturer shall provide a minimum of three (3) years testing backup data showing
manufactured products that meet and exceed ASTM 936-82 when tested in compliance with
ASTM C-I40.
C. Sampling shall be random with a minimum of nine (9) specimens per 20,000 sq. ft. per product
shape and size with repeated samples taken every additional 20,000 sq. ft. or a fraction thereof.
D. Test units in accordance with ASTM for compressive strength, absorption and dimensional
tolerance. A minimum of three (3) specimens per test required for an average value. Testing of full
units is preferred.
2.O4 REJECTION
In the event the shipment fails to conform to the specified requirements, the manufacturer may sort it, and
new test units shall be selected at random by the Owner's Representative from the retained lot and tested at
the expense of the manufacturer. If the second set of test units fails to conform to the specified
requirements, the entire lot shall be rejected.
2.O5 EXPENSE OF TESTS
The expense of inspection and testing an&or retesting shall be bome by the Contractor.
2.06 BEDDING AND JOINT SAND
A. Bedding and joint sand shall be clean, non-plastic, free fiom deleterious or foreign matter. The
sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall
Concrete Unit Pavers
0252r -3
February 24,2006 Lodge at Vail Streetscape Improvements
not be used. When concrete pavers are subject to vehiculr traffrc, the sands shall be as hard as
practically available.
Grading of sand samples for the bedding course and joints shall be done according to ASTM C
136. The bedding sand shall conform to the grading requirements of ASTM C 33 as shown in
Table l.
Table I
Gradine Reouirements for Beddinq Sand
ASTM C 33
B.
c.The joint sand shall conform to the grading requirements of ASTM C 144 as shown in Table 2
below:
Table2
Gradine for Joint Sand
ASTM C 1,14
Sieve Size
3/8 in. (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 ( 1.18 mm)
No. 30 (600 pm)
No.50 (300 pm)
No. 100 (150 pm)
Sieve Size
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 ( 1.18 mm)
No. 30 (600 pm)
No.50 (300 pm)
No. 100 (150 pm)
No.200 (75 pm)
Percent Passing
100
95 ro 100
85 to 100
50 to 85
25 to 6O
l0 to 30
2ro 10
Natural Sand
Percent Passing
100
95 to 100
70to 100
40to 75
l0 to 35
2to 15
0
2.O7 PAVEREDGERESTRAINT
A. Pave Edge, PVC paver edging, by Pave Tech, 800.728.3832 or approved equal. Refer to
manufacturers instructions for installation.
2.08 THINSETMORTAR: RefertoSection04105.
2.@ GEOTEXTI F FABRIC: Mirafi FW 700 or approved equal.
Concrete Unit Pavers
o252t - 4
PART 3 E)(ECUTION
February 24,2006
3.OI EXAMINATION
Lodge at Vail Streetscape Improvements
A. Verify that all systems are operable and in working condition or prove operability in the future
prior to installation of snowmelt paver section. Pressure test, video inspection, pull actual wiring,
etc.- provide necessary testing to insure operable systems.
B. Verify that subgrade preparation, compacted density and elevations conform to the specitications.
Compaction of the soil subgrade to at least 95Vo Standard Proctor Density per ASTM D 698 is
recommended. Higher density, or compaction to ASTM D 1557 may be necessary for areas subject
to continual vehicular traffic. Stabilization ofthe subgrade and/or base material may be necessary
with weak or saturated subgrade soils. The Owner's Representative should inspect subgrade
preparation, elevations, and conduct density tests for conformance to specifications.
C. Verify that snowmelt systems have been placed according to specifications.
D. Verify that aggregate base materials, thickness, compaction, surface tolerances, and elevations
conform to the specifications.
E. Verify location, type, installation and elevations of edge restraints around the perimeter area to be
paved.
F. Verify that base is dry, uniform, even, and ready to support sand, pavers, and imposed loads.
G. Beginning of bedding sand and paver installation means acceptance of base and edge restraints.
3.O2 SAND BED INSTALLATION
A. Install snowmelt systems as shown on construction plans including wire mesh, ties, and insulation.
B. Spread the sand evenly over the base course and screed to a nominal 2 in. thickness. The screeded
sand should not be disturbed. Place sufficient sand to stay ahead of the laid pavers. Do not use the
bedding sand to fill depressions in the base surface.
C. Install paver edge restraint as indicated on construction plans and according to manufacturer's
instructions.
D. Ensure that pavers are free of foreign materials before installation'
E. Lay the pavers in the pattern(s) as shown on the construction plans. Maintain straight pattern lines.
F. Joints between the pavers on average shall be between l/16 in. and 3116 in. (2 mm to 5 mm) wide.
G. Fill gaps at the edges of the paved area with cut pavers or edge units'
H. Cut pavers to be placed along edge with a double blade paver splitter or masonry saw.
I. Use a low amplitude, high frequency plate vibrator to vibrate the pavers into the sand. Use Table 3
below to select size of compaction equipment:
Table 3
Minimum Centrifugal
Paver Thickness Comoaction Force
60 mm 3000 Ibs. (13 I'N)
Concrete Unit Pavers
02521 - 5
Februarv 24. 2006 Lodge at Vail Streetscape Improvements
5000 Ibs. (22 kN)80 mm
Vibrate the pavers, sweeping dryjoint sand into the joints and vibrating until they are full. This
will require at least two or three passes with the vibrator. Do not vibrate within 3 ft. (l m) of the
unrestrained edges of the paving units.
All work to within 3 ft. (l m) of the laying face must be left fully compacted with sand-filled joints
at the completion of each day.
Sweep off excess sand when the job is complete.
The final surface elevations shall not deviate more than 3/8 in. (10 mm) under a l0 ft. (3 m) long
straightedge.
The surface elevation of pavers shall be l/8 in. to l/4 in. (3 to 6 mm) above adjacent drainage
inlets, concrete collars or channels.
The surface elevation of pavers shall be flush with all adjacent concrete curb and gutter, concrete
steps, concrete bands, and building entrances. Final elevations ofall concrete pavers shall match
existing elevations at all building faces, steps, and miscellaneous building or site materials to
remain unless otherwise noted. The final elevations shall not deviate more than l/4".
P. The resanding as necessary of paver joints shall be accomplished by contractor for a period of 180
days after completion of work.
a. The paver surface shall have positive drainage and shall be slope away from building and site walls
as indicated on the drawings and field directed by the Owner's Representative.
3.03 THIN SET MORTAR BED INSTALLATION
K.
L.
M.
N,
o.
A.Inspect all surfaces to ensure they are structurally sound, clean and free ofall dirt, oil, grease,
sealers, and curing compounds. All rough or uneven surfaces shall be made smooth with cement
underlayment to provide a wood float or better finish. Dry, dusty concrete slabs or masonry shall
be dampened and excess water swept off. Concrete slab shall be plumb and true to within /r"
within l0'-0".
Apply mortar to concrete slab per manufacturer's instructions and recommendations.
Ensure that pavers are free of foreign materials before installation.
Lay the pavers in the pattern(s) as shown on the construction plans. Maintain straight pattern lines.
Place into mortar bed and tamp into place to imbed paver and adj ust level. Adjacent pavers shall
be flush. Contractor shall minimize the appearance of mortar.
Joints between the pavers on average shall be between I/16 in. and 3l16 in. (2 mm to 5 mm) wide.
Fill gaps at the edges of the paved area with cut pavers or edge units.
Cut pavers to be placed along edge with a double blade paver splitter or masonry saw.
The final surface elevations shall not deviate more than 3/8 in. (10 mm) under a l0 ft. (3 m) long
straightedge.
The surface elevation of pavers shall be flush with all adjacent concrete bands. Final elevations of
all concrete pavers shall match existing elevations at all building faces, steps, and miscellaneous
Concrete Unit Pavers
02521 - 6
B.
c.
D.
E.
F.
c.
H.
I.
February24,20O6 Lodge at Vail Streetscape Improvements
building or site materials to remain unless otherwise noted. The final elevations shall not deviate
more than l/4".
Contractor shall clean project area and remove any excess mortar from pavers.
3.04 FIELD QUALITY CONTROL AND COMPLETION
A. After removal of excess sand and mortar, check final elevations for conformance to the drawings.
B. Contractor shall provide owner with l0 (ten) additional concrete unit pavers in each style, size, and
color to match installation. Additional pavers shall be provided to Owner in accordance with 1.07.
ENDOFSECTION
Concrete Unit Pavers
u2521 -7
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION 02522
STONE PAVERS
PART l GENERAL
J.Ol RELATED DOCUMENTS
A. The General Contract Conditions, Drawings, and Division - I Specification sections, apply to
Work of this section.
I.O2 DESCRIPTION:
A. Provide all labor, materials and equipment necessary to install stone pavers over sand bed, mo(ar
bed, cast in place concrete, and aggregate base course.
1.03 RELATED WORK
A. Section 02200 - Earthwork
B. Section 02232 - Aggregate Base Course
C. Section 0251 3 - Asphalt Pavement
D. Section 03300 - Cast-in-place Concrete
E. Section 04105 - Mortar
F. Section 041l0 - Site Stone
I.O4 REFERENCES
American Society of Testing and Materials (ASTM):
A. C 136, Method for Sieve Analysis for Fine and Coarse Aggregate.
B. C 144, Standard Specification for Aggregate for Masonry Mortar.
C. D 698, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a
5.5-lb (2.49 kg) Rammer and 12 in. (305 mm) drop.
D. D 1557, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a
10-lb (4.54 kg) Ramrner and l8 in. (457 mm) drop.
E. D 2940, Graded Aggregate Material for Bases or Subbases for Highways or Airports.
1.05 QUALITY ASSURANCE
A. Source: Stone shall come from a single source.
B. The firm that is employed to construct the stone veneer site walls and light pole bases shall be
customarily employed in the landscape stone masomy industry. Prior to beginning consFuction of
the walls, the Contractor must demonstrate to the Owner's Representative that the firm has at least
three yeers ofprevious experience constructing stone walls and has completed at least five
generally sirnilar projects. The firm shall employ skilled labor with a working knowledge of stone
masonry techniques. Journeyman or lead mason must have a minimum experience of 3 years.
A. The Owner's Representative reserves the right to rcject the Contractor's masonry personnel or
stonework subcontractor based on these experiences and skill requirements. If rejected, the
Contractor shall obtain personnel and./or a subcontractor having qualifications acceptable to the
Owner's Representative.
B. No adjustrnents in prices or completion time will be allowed due to changes in personnel or delays
in obtaining satisfactory personnel or subcontractor.
C. Contractor shall guarantee their respective work against defective materials or faulty workmanship
for a period of 5 years.
Stone Pavers and Curb
02522 - |
February 24,2006
I.06 SUBMITTALS
t.
L.O1 MOCK.UPS
D.
E.
Lodge at Vail Streetscape Improvements
Contractor shall obtain mortar ingredients of uniform quality, from one manufacturer for each
cementitious component and from one source and producer for each aggregate for the entire
proJect.
Contractor shall comply with the following standards, except where more stringent requirements
are stated on the drawings or herein:
l. American National Standards Institute, ANSI/NSB 2ll (A4l.L), "Building Code
Requirements for Masonry"
2. American Society for Testing Materials, ASTM.
3. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete
Masonry."
4. Uniform Building Code, UBC, Chapter 24 - Masonry.
A.
B.
D.
Submit sieve analysis for grading of bedding and joint sand.
Indicate layout, pattern, and relationship of paving joints to fixtures and project formed details.
Substitutions: Substitutions shall be submitted 10 days prior to bid opening for acceptance.
Samples: Samples shall be submitted for the fbllowing:
1. Provide a set of, at least, five stone pavers to define the range and variability of color and
show texture, dimensions, marking, chipping, and cracking.
2. Submit color samples of mortar and grout showing manufacturer's full range of standard
and optional colors. Submit a cured mortar sample using approved color.
Materials Certificates: Submit copies of materials certificates for the following:
Stone: Test results for specific gravity, abrasion, gradation and freeze./thaw. The source of
the stone shall also be stated on test results.
E.
A. STONEPAVEMENT
Install a 7 ft. x 7 ft. (2 m x 2 m) stone paver area as described in Article 3.02. Contractor shall
provide mock-up for each stone paver type. These areas will be used to determine surcharge of the
bedding sand layer, joint sizes, lines, laying pattem(s), color(s), and texture ofthejob. These areas
shall be the standard from which the work will bejudged. Consideration shall be given with regard
to differences in age of materials from time of mock-up erection to time of actual product delivery.
Mock shall not remain part of work.
I.O8 DELIVERY, STORAGE, AND HANDLING
Store paver and curb materials on platforms or pallets. Store mortar materials under cover in a dry
location. Protect steel materials from moisture and keep free of loose scale and rust. Handle
masonry materials carefully to avoid chipping, breakage, contact with soil or other contaminating
material. Deliver cementitious materials in the manufacturer's unbroken. labeled containers. Care
shall be taken in transportation and handling of stone, so as not to scratch or damage the stone,
particularly the naturally weathered surfaces.
Stone Pavers and Curb
02522 - 2
Febrvry24,2O06 Lodge at Vail Streetscape Improvements
B. Sand shall be covered with waterproof covering to prevent exposure to rainfall or removal by
wind. The covering shall be secured in place.
C. Coordinate delivery and paving schedule to minimize interference with normal use of buildings
adjacent to paving.
1.09 PROJECTCONDITIONS
PART 2
2.Ol
Do not install sand or stone pavers during heavy rain or snowfall.
Do not build upon frozen work.
PRODUCTS
STONEPAVEMENT
A. Stone Pavement shall be 'Flagg Creek Sandstone' provided by the Gallegos Corporation, 1097
Spring Creek Road, Glpsum, CO 81637,970-524-4322 or approved equal. The stone pavement
shall have a minimum thickness of I 5/8 " and a maximum thickness of 3 l/8". The thickness
shall match the adjacent concrete unit paver depth. Stone Pavement shall be dimensionally cut
with a tumbled finish approximately 12" square, field cut to fit arching bands. The horizontal face
shall be smooth. Joints shall be a maximum of l/4". Reference construction plans for pattern and
layout.
B.
2.O2
2.O4
2.06
2.Ol
B. Provide stone sound and free ofdefects that will impair its strength, durability or appearance.
Natural variations in color and markings that are characteristic of the quarry from which the stone
is obtained will be acceptable, provided they do not impair the strength or durability of the stone,
mar its appearance or exceed the range of variations represented by the approved mock-ups.
VISUAL INSPECTION
A. All stone pavers shall be sound and free of defects that would interfere with the proper placing of
units or impair the strength or permanence of the construction.
REJECTION
ln the event the shipment fails to conform to the specified requirements, the manufacturer may sort it, and
new test units shall be selected at random by the Owner's Representative from the retained lot and tested at
the expense of the manufacturer. If the second se! of test units fails to conform to the specified
requirements, the entire lot shall be rejected.
MORTAR AND GROUT
A. As specified in Section 04105.
BEDDING AND JOINT SAND
A. Bedding and joint sand shall be clean, non-plastic, free from deleterious or foreign matter. The
sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall
not be used. When stone pavers are subject to vehicular traffic, the sands shall be as hard as
practically available.
Stone Pavers and Curb
02522 -3
Februarv 24.2006
2.08 PAVER EDCE RESTRAINT
B.
Lodge at Vail Streetscape Improvements
Grading ofsand samples for the bedding course andjoints shall be done according to ASTM C
136. The bedding sand shall conform to the grading requirements of ASTM C 33 as shown in
Table L
Table I
Grading Requirements for Beddine Sand
ASTM C 33
c.The joint sand shall conform to the grading requirements of ASTM C l,l4 as shown in Table 2
below:
Table2
Gradine for Joint Sand
ASTM C 144
Sieve Size
3/8 in. (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (600 pm)
No. 50 (300 pm)
No. 100(l50pm)
Sieve Size
No. 4 (4.75 mm)
No. 8 (2.36 mn)
No. 16 (1.18 mm)
No. 30 (600 pm)
No. 50 (300 pm)
No. 100 (150 gm)
No. 200 (75 pm)
Percent Passins
100
95 to 100
85 to 100
50 to 85
25 to 60
l0 to 30
2to L0
Natural Sand
Percent Passing
100
95 to 100
70 to 100
40 to 75
l0 to 35
2to L5
0
Refer to Section 02521
E)GCUTIONPART 3
3.OI EXAMINATION
Verify that subgrade preparation, compacted density and elevations conform to the specifications.
Verify that snowmelt systems including insulation, wire mesh and ties have been placed according
to specifications.
Stone Pavers and Curb
02522 - 4
A.
February 24,2006 Lodge at Vail Streetscape Improvements
C. Verify that base materials, thickness, compaction, surface tolerances, and elevations conform to the
specifications.
D. Verify location, type, installation and elevations of edge restraints around the perimeter area to be
Paved.
E. Verify that base is dry, uniform, even, and ready to support sand, stone pavers and curbs, and
imposed loads.
F. Beginning of bedding sand and stone paver installation means acceptance of base and edge
restraints.
3.02 STONEPAVEMENT OVERSANDBASE
A. Spread the sand evenly over the base course and screed to a nominal 2 in. thickness. The screeded
sand should not be disturbed. Place sufficient sand to stay ahead of the laid pavers. Do not use the
bedding sand to fill depressions in the base surface.
B. Lay the stone pavers in the pattern(s) as shown on the construction plans. Maintain straight pattern
lines.
C. Joints between the stone pavers on average shall be between 1/8 in. and 1/4 in. wide.
D. Fill gaps at the edges ofthe paved area with cut stone pavers.
E. Use a low amplitude, high frequency plate vibrator to vibrate the stone pavers into the sand.
F. Vibrate the stone pavers, sweeping dryjoint sand into thejoints and vibrating until they are full.
This will require at least two or three passes with the vibrator. Do not vibrate within 3 ft. (l m) of
the unrestrained edges of the paving units.
G. All work to within 3 ft. (1 m) of the laying face must be left tully compacted with sand-filled joints
at the completion of each day.
H. Sweep offexcess sand when the job is complete.
I. The final surface elevations shall not deviate more than 1/2 in. (10 mm) under a l0 ft. (3 m) long
straightedge.
J. The surface elevation of stone pavers shall be 1/8 in. to l/4 in. (3 to 6 mm) above adjacent
drainage inlets, concrete collars or channels.
K. The final surface elevation of stone pavers shall be flush will all concrete curb gutter, concrete
steps, concrete bands, and building entrances. Final elevations of all stone pavers shall match
existing elevations at all building faces, steps, and miscellaneous building or site materials to
remain unless otherwise noted. The final elevations shall not deviate more than l/4".
L. The resanding, releveling, and resetting of pavers as necessary of paver joints shall be
accomplished by contractor for a period of 360 days after completion of work.
3.03 STONE PAVEMENT IN MORTAR BED
A. Set stone pavers in mortar bed as indicated on the construction plans. Install weep holes in mortar
bed as indicated on the construction plans and as directed by Owner's Representative. Contractor
shall provide shop drawing of weep hole installation for approval by Owner's Representative prior
Stone Pavers and Curb
02522 - 5
February 24,2OO6 Lodge at Vail Streetscape Improvements
to construction. Lay the stone pavers in the pattem(s) as shown on the construction plans. Maintain
straight pattern lines.
B. Joints between the stone pavers on average shall be between l/8 in. and l/4 in. wide.
C. Fill gaps at the edges of the paved area with cut stone pavers. All cut edges shall be distressed to
resembled tumbled finish of adjacent stone pavers.
D. Contractor shall fill all joints with gout as directed by Owner's Representative.
E. The final surface elevations shall not deviate more than l/2 in. (10 mm) under a l0 ft. (3 m) long
straightedge.
F. The final surface elevation of stone pavers shall be flush will all concrete curb gutter, concrete
steps, concrete bands, and building entrances. Final elevations of all stone pavers shall match
existing elevations at all building faces, steps, and miscellaneous building or site materials to
remain unless otherwise noted. The final elevations shall not deviate more than l/4".
3.05 FrELD QUALITY CONTROL
A. After removal of excess sand and mortar, check final elevations for conformance to the drawings.
B. Contractor shall provide owner with 25 (twenty-five) additional stone pavers in each style, size,
and color to match installation. Additional stone pavers shall be provided to Owner in accordance
with 1.07.
3.06 ADJUSTMENT, PROTECTION, AND CLEAN-UP
A. Upon completion of work, remove from the premises all surplus materials, tools, equipment, rubbish,
debris, and rejected stone resulting from the work.
B. Remove and replace stone units that are broken, chipped, stained or otherwise damaged. Wbere
directed, remove and replace units that do not match adjoining stonework. Provide new matching units;
install as specified and point-up to eliminate evidence of replacement. Repoint defective and
unsatisfactory joints as required to provide a neat, uniform appearance.
B. Clean stonework not less than six days after completion. Thoroughly clean and scrub completed stone
with fiber brushes, using a mild alkaline abrasive cleaner that contains no caustic or harsh fillers. Do
not use wire brushes or acid type cleaning agents. Clean stone thoroughly, leaving no mortar stains or
traces of cleaning compound.
D. Protect the stonework from collapse, deterioration, discoloration or damage during subsequent
construction and until acceDtance of the work.
END OF SECTION
Stone Pavers and Curb
02522 - 6
Februarv 24.2006 Lodge at Vail Streetscape Improvements
sEcTroN 02955
SITEDRAINAGE
PART 1 - GENERAL
I.0l RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division - I
Specification sections apply to Work of this section.
lr0z DESCRIPTION: This work shall consist of providing and placing polyvinyl chloride (PVC) and/or high-
density polyethylene (HDPE) pipe and fittings for the drainage systems as described in the plans. The
drainage system shall be installed in accordance with these Specifications and in reasonably close
conformity with the locations and dimensions as shown on the plans or as directed by the Owner's
Representative.
1.O3 RELATED SECTIONS:
A. Section 02200 - Earthwork
1.04 QUALITY ASSURANCE: Contractor shall provide material samples for approval by Owner's
Representative prior to construction.
PART 2 -PRODUCTS
2.Ol PVC PIPE AND FITTINGS: Shall be marked as meeting ASTM D 1785 Specification for PVC Plastic
Pioe
O 2.O2 IIDPE PIPE AND Fl'l1]NGS as manufactured by ADS or approved equal. I-800-733-8523.
2.O3 %" MINUS GRADED DRAINAGE STONE: Contractor shall provide material sample for approval by
Owner's Representative prior to construction.
2.O4 FILTER FABRIC: Mirafi 140 N or approved equal
PART 3 - DGCUTION
3.OI INSTALLATION
A. Drainage system including all pipe and fittings shall be installed in accordance with the manufacturer's
recommendations and as shown in construction plans. Connect to storm sewer as indicated in
construction plans. All drain systems, pipe, and fittings shall slope to drain.
B. The amount of trench excavated at any time shall not exceed the amount of drain that can be set and
backfilled completely in one working day. The trench shall be 12" wide, depth as specified in the plans.
The drain product shall be centered in the trench, and backhlled with coarse washed filter sand.
C. The trench excavations for the drain and outlet laterals shall be to the lines and grades shown on the
Plans. Over excavation in the bottom of the excavation shall be backfilled to the proper grade with
excavated material or sand prior to the placement of the drain.
D. Planter backfill shall be placed in maximum of l8-inch loose lifts. Compaction of the backfill shall be
done in accordance with the plans or as directed by the Owner's Representative.
E. Any damaged edge drain or outlet lateral shall be replaced or repaired by splicing in an undamaged
section of drain at the contractor's expense.
3.II CLEANUPANDPROTECTION
A. During landscape drainage installation, keep pavements clean and work area in an orderly
Landscape Drainage
02955 - |
February 24,2006 Lodge at Vail Streetscape Improvements
condition.
B. Protect landscape drainage from damage due to landscape operations, operations by other
contractors and trades, and trespassers. Maintain protection during installation and maintenance
periods. Treat, repair, or replace damaged landscape work as directed.
C. At the time of the final inspection of the work, clean all paved areas by sweeping and washing.
Remove construction equipment, excess materials, debris or rubbish from the site.
3.12 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus and waste materials, including excess subsoil, unsuitable soil, trash, and
debris, and legally dispose of it off the Owner's property.
END OF SECTION
Landscape Drainage
02955 -2
Februarv 24.2O06 Lodge at Vail Streetscape lmprovements
sEcrroN 03100
CONCRETEFORMWORK
PART 1 . GENERAL
I,OI WORK INCLTJDED
The work specified herein shall consist of the fumishing and utilization of concrete formwork for the
cast-in-place structures associated with the project.
I.O2 RELATED WORK
A. Section 03201: Concrete Reinforcement
B. Section 03300: Cast-In-Place Concr€t€
I.O3 REFERENCESTANDARDS
A. CDOT Standard Specifications Section 601.09; Forms
PART 2 - PRODUSTS
2.OI MATERIALS
A. Forming materials shall conform to the requirements of CDOT Standard Specifications
Section 601.09.
PART 3 - DGCUTION
3.OI GENERAL
A. Construction requirements associated with the furnishing, use, and removal of formwork
and form ties for cast-in-place concrete shall be in accordance with CDOT Standard
Specifications Section 601.09.
ENDOFSECTION
Concrete Formwork
03100-l
February 24,2O06 Lodge at Vail Streetscape Improvements
sEcTroN 03201
CONCRETE R"EINFORCEMENT
PART I -CENERAL
I.OI WORK INCLUDED
The work described herein consists of the fi.rnishing and placing of reinforcing steel in cast-in-place
concrete in accordance with these Specifications and in conformity with the Plans.
L.O2 RELATED WORK
A. Section 03300: Cast-In-Place Concrete
I.O3 REFERENCE STANDARDS
A. CDOT Standard Specifications Section 602; Reinforcing Steel
B. ACI 350-01; Code Requirements for Environmental Engineering Concrete SFuctures
1,04 SUBMITTALS
A. The following shall be submitted for review prior to the fabrication of reinforcement.
L Shop drawings detailing the placement ofall required steel reinforcement.
2. Bar List: Copies of all reinforcing steel and bending diagrams shall be fumished to
the Owner's Representative at least one week prior to the placing of reinforcing
steel. Such information will not be reviewed for accuracy. The Contractor shall be
solely responsible for the accuracy of the lists and for fumishing and placing all
reinforcing steel in accordance with the details shown on the Plans.
B. A certified copy of mill test shall be submitted upon request of the Owner's Representative.
I.O5 PRODUCTDELIVERYANDHANDLING
A. Reinforcing shall be substantially free from mill scale, rust, dirt, grease or other foreign
matter,
B. Reinforcement shall be shipped and sored with bars of the same size and shape fastened in
bundles with durable tags, marked in a legible manner with waterproof markings showing
the same designations as shown on the submifted placement drawings.
C. Reinforcing steel shall be stored off the gound and shall be protected from moisture and
kept free from dirt, oil, and other injurious contaminants.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Reinforcing steel shall conform to the requirements ofthe following specifications:
Concrete Reinforcement
03201-l
Februarv 24 . 2006 Lodge at Vail Streetscape Improvements
Deformed and Plain
BillerSteel Bars for
Concrete Reinforcement ............. AASHTO M 3l
Axle-Steel Deformed
and Plain Bars for
Concrete Reinforcement ............. AASffiO M 53
Unless otherwise designated, bars conforming to AASHTO M 3l and M 53 shall be
fumished in Grade 60 for #4 bars and larser.
2.O2 BENDING
Unless otherwise permitted, all reinforcing bars shall be bent cold. Bars partially embeddcd in
concrete shall nol be field bent except as shown on Plans or as permitted by the Owner's
Representative. Should the Owner approve the application of heat for field bending of reinforcing
bars, precautions shall be taken to assure that the physical properties ofthe steel will not be materially
altered. In any case, bars shall not be bent or straightened in any manner that could potentially injure
the matorial.
Hook and bends shall conform to the requirements of ACI 350-01, Chapter 7.
Bars which are shown as "hooked" on the Plans shall be "standard hook" unless otherwise indicated.
The term "standard hook" as used herein shall mean one ofthe following:
l. A 180 degree tum plus an extension of at least four bar diameters but not less than
2-I/2 inches at the ficc cnd of the bar. or
2. A 90 degree tum plus an extension of at least 12 bar diameters at the tree end of the
bar, or
3. For stirrup and tie anchorage only, either a 90 degree or a 135 degree turn plus an
extension of at least six bar diameters but not less ahan 2-ll2 inches at the free end
of the bar.
The inside diameter of bends as measured on the inside of the bar, except for stirrups and ties, shall be
as follows:
Bar Size
#3 thru #8
#9, #10, & #l l
#14 & #18
Grade 60
6 bar diameters
8 bar diameters
l0 bar diameters
The inside diameter ofbends for stimrps and ties shall not be less than four bar diameters for sizes #5
and smaller, and five bar diameters for #6 to #8 inclusive.
PART 3 - DGCUTION
3,OI INSTALLATION
Concrete Reinforcement
0320t:2
February 24,2006 Lodge at Vail Streetscape Improvements
Minimum concrete cover and placement of reinforcement shall conform to ACI 350-
01.
The upper and lower mats of reinforcing steel in concrete slabs shall be tied or
otherwise fastened together at 4-feet maximum spacing in each direction prior to the
concrete placement.
Welding on reinforcing bars will not be permitted except as noted on the Plans.
Reinforcement placed in any member shall be inspected and approved before any
concrete is placed.
The placing, fastening, splicing and supporting of reinforcing steel and wire mesh or
bar mat reinforcement shall be in accordance with the Plans and the latest CRSI
edition of "Placing Reinforcing Bars." In the event that any discrepancy exists
between the Plans and the CRSI publication stated above, the Plans shall govern.
Precast concrete blocking or other approved blocking material shall be used to
support footing bars and bars in slabs on grade. All other reinforcing steel shall be
supported with steel chairs or precast mortar blocks. All chairs coming in contact
with forms shall be CRSI Class I or Class 2, Type B.
Unless otherwise shown on the Plans or approved, splices in adjacent lines of
reinforcing bars shall be staggered. The minimum distance between staggered
splices for reinforcing bars shall be the length required for a lapped splice in the bar.
Lapped splices will be permitted only at locations where the concrete section is
sufficient to provide a minimum clear distance of two inches between the splice and
the nearest adjacent bar. Minimum required clearance to the concrete surface shall
be maintained in all cases.
3.O2 INSPECTION
In no case shall any reinforcing steel be covered with concrete until the amount and position of the
reinforcement has been observed by the Owner's Representative and his permission given to proceed
with the pour. The Contractor shall be responsible for the coordination of all inspections and any
delays resulting from insufficient lead-time provided to the Owner's Representative for the purposes
of makine the insoection.
END OFSECTION
Concrete Reinforcement
03201-3
A.
D.
C.
D.
E.
F.
G,
February 24,20O6 Lodge at Vail Streetscape Improvements
SECTION O33OO
CAST.IN.PLACE CONCRETE
PART I - CENERAL
I.OI WORK INCLUDED
The work specified herein shall include the fumishing and placing of casrin-place Portland cement
concrete in conformity with the lines, grades and dimensions shown on the Plans. In particular, this
Specifioation applies to, but shall not be limited to, cast-in-place concrete foundations and integrally
colored concrete pavement, bands and steps.
1.O2 RELATED WORK
A. Section 03201: Concrete Reinforcement
I,O3 REFERENCESTANDARDS
A. CDOT Standard Specifications Section 602; Reinforcing Steel
l. CDOT Standard Specifications Section 601.14; Finishing Hardened Concrete
Surfaces
2. CDOT Standard Plan No. M-601-l; Single Concrete Box Culvert
3. CDOT Standard Plan No. M-601-20; Wingwalls for Pipe of Box Culverts
4. CDOT Standard Plan No. M-603-3; Precast Concrete Box Culvert
5. ACI 350-01; Code Requirements for Environmental Engineering Concrete
Structures
I.O4 SI.IBMITTALS
A. The following shall be submitted by the Contractor for review by the Owner's
Representative prior to the construction of any concrete facilities:
l. Proposed concrete mix designs.
2. Sieve analyses for all proposed aggegates.
3. Hanson Ranch Road Culvert Replacement: Proposed headwall configuration at
each end of culvert showing precast haunch transitions from end of precast box to
headwall face, chamfer tie-in to sides of headwall, and location of stone veneer
support angle.
4. Manufacturer's Product Data: Copies of manufacturer's product data and
installation instructions shall be submitted tbr integrally colored concrete.
I.O5 COLORED CONCRETE PRE-CONSTRUCTION MOCK UP
A. Schedule mock-up presentation as described for each item for acceptance 30 days prior to
installation of paving represented by the mock-up.
Cast-in-Place Concrete
03300-l
February 24,2006 Lodge at Vail Streetscape Improvements
B. Locate mock-up panel in area accepted by the Owner's Representative.
C. Continue to produce mock-ups until acceptable mock-up is produced. Accepted mock-up
shall be the standard for thc colored concrete and workmanship for the work.
D. Use the same installation procedures accepted in mock-ups in the final work, unless
otherwise directed by the Owner's representative.
E. Protect accepted mock-up from damage until completion and acceptance of the work
represented by the mock-up.
F. Remove mock-up panel from site at the completion of the project, as directed by the
Owner's representative.
G. Construct mock-up panel for each item as stated to demonstrate the ability to install
concrete to achieve color and finish required. Mock-ups shall include or meet the
following requirements:
L Concrete pavement mock-up panels shall be full depth 5 x 5 feet in size.
2. Provide mock-ups simulating actual design and execution conditions for
concrete work.
PART 2 - PRODUCTS
2.OI MATERIAIJ
A. Concrete class shall conform to that specified by CDOT Standard PIan Nos. M-601-1, M-
601-20, M-603-3 (headwalVcutoff wall detail).
B. Integrally Colored Concrete: Integral color of all exposed cast in place concrete bands and
steps. Color to be 'Adobe', as manufactured by Davis Colors, 800.800.6856 or approved
equal.
C. Joint Sealer shall conform to CDOT standard soe.cifications.
PART3.DGCUTION
3.01 INSTALLATION
A. Radii Edges: AII formed concrete stmctures shall include %" radii on all exposed edges.
B. Finishing of formed concrete surfaces shall conform to CDOT Standard Specifications
Section 601.14.
L Walls and slab surfaces to be covered by earth backfill shall receive a Class I
finish.
2. Pavement and wall surfaces exposed to public view (including those which will
contain water, regardless of depth) shall receive a light aggregate finish to match
steps at Vendetta's and Wall Street.
Casrin-Place Concrete
03300-2
February 24,2006 Lodge at Vail Streetscape Improvements
B. All integrally colored cast in place concrete shall be mixed and installed in according to
manufacturer's instructions and specifications.
C. Confactor shall hand tool all joints at site boulders as directed by Owner's Represenative.
Field verify with Owner's Representative prior to construction.
D. Contractor shall seal joints as shown in plans and/or as directed by Owner's Representative
at concrete core walls - stone masonry and pavement, Contractor shall provide sample of
concrete - masonry sealer for approval by Owner's Representative.
END OF SECTION
Cast-in-Place Concrete
03300-3
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION O4IO5
MORTAR AND GROUT
PART l GENERAL
I.OI RELATEDDOCUMENTS:
A. The General Contract Conditions, Drawings, and other Division-l Specifications apply to Work of this
Section.
I,O2 DESCRIPTION
A. Furnish all labor, materials and equipment and perform all operations necessary to install mortar as
required by pavers mortared/gtouted in place and stone veneer walls as shown in the construction
plans and as specified herein.
I.O3 RELATEDSECTIONS
A. Section 02200 - Earthwork
B. Section 02522 - Stone Pavers
C. Section 03300 - Cast-in-Place Concrete
D. Section 04410 - Site Stone
E. Section 04415 - Stone Veneer
I.O3 SUBMITTALS / SHOP DRAWINGS
A. Submit catalog data on grout proposed for use.
B. Submit mix design for Masonry mortar.
C. Submit certificates signed by manufacturer and contractor, including manufacturer's name, brand
and type certifying that each different cement product required for mortar and grout complies with
the requirements specified on the drawings and herein.
1.04 QUATTTY ASSURANCE
A. Contractor shall obtain mortar ingredients of uniform quality, from one manufacturer for each
cementitious component and from one source and producer for each aggegate for the entire
project.
B. Contractor shall comply with the following standards, except where more stringent requirements
are stated on the drawinss or herein:
l. Americun NutilnA Standards Institute, ANSI/NSB 2l I (A4l.l), "Building Code
Reouirements for Masonrv"
2. Anrerican So.i"ty fo. f"rting Materials, ASTM.
3. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete
Masonrv."
4. Uniform Building Code, UBC, Chapter 24 - Masonry.
I.O5 PRODUCT HANDLING AND STORAGE
Mortar and Crrout
04105 - I
February 24,20O6 Lodge at Vail Streetscape Improvements
A. Deliver and store mortar materials to prevent inclusion of foreign material and damage by water.
Deliver packaged material in original manufacturer's containers.
B. Material showing evidence of water or other damage is subject to rejection.
I,06 JOB CONDITIONS
A. Masonry work shall not be performed when the temperature is below 40 degrees F. except when
approved by the Owner's Representative, in which oase there shall be provided a satisfactory
method of heating materials before laying. A satistactory method shall be provided for maintaining
the air temperature around the finished masonry at 40 degrees F. minimum for a period of at least
48 hours after being placcd.
B. In cold weather masonry, reinforcing steel and concrete upon which masoffy is to be placed shall
be kept free of frost, ice or other foreign substances.
C. Hot Weather Protection During Installation: When air temperatue exceeds 99 degrees F in the
shade, protect freshly laid masonry from direct exposure to wind and sun.
D. Moisture Protection During Installation: Where exposed to weather, the top of masonry walls shall
be covered at the end of each days work using a waterproof material weighed down to insure its
retaining in place. Maintain such protection until final capping of the wall.
PART 2 - PRODUCTS
2.OT MATERIALS
A. Non - Shrink, Non-Metallic Grout or Dry-pack.
l. Grout shall conform to ASTM Cl107 Specification for Packaged Dry, Hydraulic-Cement
Grout (Non-shrink) and CRD-C-621-80, Corps of Engineers Specification for Non-Shrink
Grout. Provide grout specifically recommended by manufacturer for exterior applications of
the types specified herein or indicated on the drawings.
2. Provide grout which shows zero percent (07o) shrinkage and not more thrn 0.O2Vo expansion
after 28 days, as determined by CRD C-621.
3. Acceptable Manufacturers and Products: Subject to compliance with requirements specified
herein, acceptable products include but ue not limited to the following:
a. Burke Corporation 'Non-Fenous Non-Shrink Grout"
b. Euclid Chemical Company 'Euco NS"
c. Five Star Products. Inc.. U.S. Grout Division 'Five Star Grout"
d. L&MChemicals'Crystex"
e. Master Builders'Master Flow 713"
f. U.S. Grout Corporation "Five Star Grout"
g. Or approved Equivalent
B. Masonry Mortar Mix and Reinforced Masonry Grout
l. Portland Cement: Conform to ASTM C150, Type l, except use Type III for cold weather
construction.
2. Hydrated Lime: Conform to ASTM C207, Type S,
3. Aggregates for Mortar: Conform to ASTM Cltt4.
Mortar and Grout
04105 - 2
February 24,2006 Lodge at Vail Streetscape Improvements
4. Water: clean, potable, and free from deleterious arnounts ofacids, alkalis or organic
material.
5. Aggregates for Grout: Conform to ASTM C404.
6. Additives: None permitted, except as specified herein. Specifically, do not lower fieezing
point of mortar or grout by use ofcalcium chloride or other anti-freeze agents.
7 . Fly Ash and Masonry Cement not allowed.
8. Comply with ASTM C270, Property Specifications, for mortar types required. Type S -
average compressive strength at28 days = l80O psi.
9. Reinforced Masonry Grout: Proportioned by volume. One part Poftland Cement with not
more than one-tenth part hydrated lime or lime putty added, and two to three parts sand, and
not more than two parts gravel.
PART 3 E)GCUTION
3.OI NON.SHRINK GROUT
A. Completely fill with grout in pockets and elsewhere as required and as shown on the drawings.
Mix, install and cure grout according to manufacturer's recommendations.
3.02 MASONRY MORTAR AND GROUT
A. Grout to be used in low-lift grouted elements may be job mixed. Conform to requirements listed
below.
B. Method of measuring materials shall be by either volume or weight and such that specified
proportions can be controlled and accurately maintained. Measurement of sand by shovel is not
allowable.
C. Mix cementitious materials and aggregate for at least 3 minutes for mortar and five minutes for
grout in a mechanical batch mixer, with the maximum amount of water to produce a workable
conslstency.
D. Mortars that have stiffened because of evaporation of water from the mortar may be retempered by
adding water as frequently as needed to restore required consistency, except that mortar not used
within2-ll2 hours after initial mixine shall be discarded.
3.O4 REPAIWPROTECTION
A. During the construction and guarantee period, the contractor shall be responsible for the repair of
any paver and wall deterioration or failure and any adjacent public or private property damages
related to the malfunction of the walls. The Contractor shall repair such damages to the Owner's
satisfaction at no additional cost to the Owner.
B. All stone work in progress shall be protected at all times during construction by use of a suitable
strong, impervious film fabric securely held in place.
3.05 CLEANIJP
A. Concrete scum and grout stains on the pavers and walls shall be removed immediately. After the
wall is constructed, it should not be saturated with water for curing or any other purposes. Where
the atmosphere is dry, the wall shall have its surface dampened with a very light fog spray during a
curing period for the mortar of thee days. If cleaning and condition of surfaces is not satisfactory
to the Owner's Representative sandblasting may be required at the Contractor's expense. All
joints shall be checked for tightness and uniformity of spacing.
Mortar and Grout
04105 - 3
February 24, 2006 Lodge at Vail Streetscape Improvements
Upon completion of the work under this section, the Contractor shall remove all rubbish, waste and
debris resulting from his operations off-site. Remove all equipment and implements of service and
leave the entire work area in a neat, clean and acceptable condition.
The contractor shall at all times keep the premises free from accumulation of waste materials and
rubbish caused by his employees.
At the conclusion of the masonry work; clean all masonry, remove scaffolding and equipment sued
in the work, and remove all debris, refuse and surplus masonry material, and remove them from the
premises. Leave the area acceotablv clean.
END OFSECTION
Mortar and Grout
04105 - 4
D.
C.
D.
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION O42OO
CONCRETE MASONRY UNIT
PART I - GENERAL
I.OI RELATED REQUIREMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and
Division I Specification Sections, apply to this Section.
I.O2 SUMMARY
A. Work Includes:
i. Furnishing and installing of concrete masoffy units, mortar, grout, reinforcing steel,joint
reinforcement, anchors (including steel angles and fasteners), joints, repairing; pointing; cleaning;
and other items necessary to complete the work as shown on the Drawings.
B, RELATEDSECTIONS
l. Section0320l CONCRETEREINFORCEMENT
I.O3 SYSTEM PERFORMANCE REQUIREMENTS
A. Provide concrete masonry unit that develops an installed compressive strength (fm) of 1500 psi or as
indicated on the Drawinss,
I.O4 SUBMITTALS
A. Submit the following in accordance with Conditions of Contract and Division I Specifications Sections.
l. Product data for concrete masonry unit including strength, absorption and moisture content as
determined per ASTM C 140.
2. Shop drawings for reinforcing steel detailing fabrication, bending, and placement of concrete
masonry reinforcing bars. Comply with ACI 315 "Details and Detailing of Concrete
Reinforcing" showing, diagrams of bent bars, and arrangement of masonry reinforcement.
B. Certificates are required for the following materials, signed by the Manufacturer and Contractor certifying
that each material complies with requirements.
1. Each diffbrent cement product required for mortar and gout including name of manufacturer,
brand, type, and weight slips at time of delivery
2- Each material and grade indicated for reinforcing steel bars.
3. Each type of and size ofjoint reinfbrcement.
4. Each type and size of anchors, ties, and metal accessories.
C. Cold-weather construction procedures evidencing compliance with requirements specified in referenced
concrete masoffy unit standard.
1.05 QUALTTY ASSURANCE
A. Concrete Masonry Unit standard shall comply with ACI 530.I/ASCE 6 "Specifications for Masonry
Structures", exceDt as otherwise indicated.
Concrete Masonry Unit
04200-l
February 24,2006 Lodge at Vail Streetscape Improvements
B. Single-source responsibility for masonry units: Obtain exposed masonry units of uniform texture and color
from one Manufacturer required for each continuous surface or visually related surfaces.
C. Single-source responsibility for mortar materials: Obtain mortar ingredients of uniform quality, including
color for exposed masonry, from one Manufacture for cementitious component and from one source and
producer of aggregate.
I,06 DELIVERY, STORAGE, AND HANDLING
A. Deliver masomy materials to project in undamaged condition.
B. Store and handle masonry units oft the ground, under cover, and in a dry location to prevent their
deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes.
If units become wet, do not place until units are in air-dried condition.
C. Store cementitious materials off the ground, undcr cover, and in dry location.
D. Store aggegates where grading and other required characteristics can be maintained and contamination
avoided.
E. Store masonry accessories including metal items to prevent corrosion and accumulation ofdirt and oil.
I.O7 PROJECT CONDITIONS
A. Cold-weather construction shall comply with the referenced concrete masonry unit standard for cold-
weather construction and the following.
l. Do not lay masonry units that arc wct or frozen.
2. Remove masonry damaged by freezing conditions.
B. Prevent grout, mortar and soil from staining the face of masonry to be left exposed or painted. Remove
immediately any grout, mortar and soil that comes in contact with such masonry.
PART 2 - PRODUCTS
2.01 GENERAL
A. Comply with referenced concrete masoffy unit standard and other requirements specified in this Section
applicable to the material indicated.
2.02 CONCRETE MASONRY UNITS
A. Provide concrete masonry units manuf'actured to specified dimensions of % inch less than nominal widths
by nominal heights by nominal lengths indicated in the drawings.
B. Provide Type I moisture -controlled units.
C. Exposed faces shall be Manufacture's standard color and texture, unless otherwise indicated on the
drawings.
D. Concrete masoffy units shall be hollow units, complying with ASTM C 90, Grade N, with a minimum
average net area compressive strength of 1900 psi. The net area compressive strength shall be not less than
that required to produce concrete unit masoffy construction of compressive strength indicated.
Concrete Masonry Unit
04200-2
February 24,2006
2.03 MORTAR AND GROUT MATERIALS
Lodge at Vail Streetscape Improvements
A. Portland Cement: ASTM C 150, Type I or Type II, except Type lII may be used for cold-weather
construction. Provide natural color cement for mortar color.
B. Ready-Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements
specified in this article, combined with set-controlling admixtures to produce a ready-mix mortar
complying with ASTM Cl142.
C. Hydrated Lime: ASTM C 207, Type S.
D. Aggregate for Mortar: ASTM C 144, except f<rr joints less than % inch use aggregate graded with 100
percent passing the No. 16 sieve.
E. Aggregate for grout: ASTM C 404.
F. Water: Clean and potable.
2.04 REINFORCING STEEL
A. Provide reinforcing steel complying with requirements of referenced concrete masonry unit standard and
the following:
L Billet steel complying with ASTM A 615
2. Grade 60.
2.05 JOINT REINFORCEMENT
A. Provide joint reinforcement complying with requirements of referenced concrete masonry unit standard
and this article, formed from galvanized carbon steel wire. The coating class is as required by referenced
concrete masonry unit standard, for interior walls.
B. Description: Welded-wire units prefabricated with deformed continuous side rods and plain cross rods into
straight lengths of not less than l0 feet, with prefabricated corner and tee units, and complying with
requirements indicated below.
l. Wire diameter for side rods and cross rods is 0.1483 inches or 9 gage.
2. Provide ladder design with a single pair of side rods and perpendicular cross rods spaced at not
more than 16 inches on center.
2.06 ANCHORS
A. General: Provide anchors specified in subsequent articles that comply with requirements for metal and size
of referenced concrete masonry unit standard and of this article.
B. Steel plates, rods, shapes and bars shall comply with ASTM A 36, hot-dipped galvanized to comply with
ASTM A 123 or ASTM A 153, Class 83, as applicable to size and form indicated.
C. Post installed anchors shall be adhesive type or expansion type anchors or as specified on the drawings.
Steel anchor bolts shall meet or exceed ASTM A 307, Grade A material and strength requirements; with
ASTM A 563 hex nuts; zinc plated in accordance with ASTM 8633 or hot-dip galvanized to comply with
ASTM A 153, Class C; of the size indicated on the drawings.
Concrete Masonry Unit
04200-3
February 24,2006
2.07 MORTAR AND GROUT MIXES
Lodge at Vail Streetscape Improvements
A. General: Do not add admixtures including coloring pigments, air-entraining agents, accelerators, retarders,
water repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. Do not use
calcium chloride in mortar or grout.
B. Mortar for concrete masoffy unit shall comply with ASTM C 270, Property Specification for job-mixed
mortar and ASTM C I142 tbr ready-mixed mortar. For reinforced masonry and where indicated, use Tlpe
S,
C. Grout for concrete masoffy unit shall comply with ASTM C 476 and referenced concrete masonry
standard.
PART 3 - EXECUTION
3.OI EXAMINATION
A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances
and other specific conditions, and other conditions affecting performance ofconcrete masonry unit.
B. Examine rough-in and builrin construction to verify actual locations of piping connections prior to
installation.
C. Do not proceed until unsatisfactory conditions have been corrected.
3.02 INSTALLATION. GENERAL
A. Comply with the referenced concrete masonry unit standard and other requirements indicated applicable to
the project.
B. Thickness: Build walls to the actual thickness of the concrete masonrv units. usins units of nominal
thickness indicated.
C. Leave openings for equipment and/or piping to be installed before completion of masonry. After
installation of equipment and./or piping, complete masonry to match construction immediately adjacent to
the opening.
D. Cut masonry unie with motor-driven saws to provide clean, sharp, unchipped edges. Cut concrete
masonry units as required to provide continuous pattern and to fit adjoining construction. Use full-size
concrete masonry units without cutting where possible.
E. Match masoffy coursing, bonding, color, and texture of new masoffy with existing masoffy.
F. Contractor shall paint all masonry and access door to match existing parking structure Refer to Section
09900.
3.03 CONSTRUCTION TOLERANCES
A. Comply with construction tolerances of referenced concrete masoffy unit standard,
3.04 LAYING MASONRY WALLS
A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for
accurate locating of openings, movement-type joints, returns, and offsets. Avoid the use of less-than-half-
size units at corners and where possible at other locations.
Concrete Masonry Unit
o42ffi-4
February 24,2006 Lodge at Vail Streetscape Improvements
B. Lay exposed masonry in a bond pattern of one-half running bond with vertical joint in each course
centered on units in courses above and below as indicated on drawings. Bed joints shall be level and align
with adjacent existing masonry construction.
3.05 MORTAR BEDDING AND JOINTING
A. Lay hollow concrete masomy units with full mortar coverage on horizontal and vertical face shells.
B. Bed webs in mortar in starting course on concrete flooring and where adjacent to cells to be filled with
grout.
C. For starting course on concrete flooring where cells are not grouted, spread out full mortar bed including
areas under cells.
3.06 HORIZONTAL JOINT REINFORCEMENT
A. Provide continuous horizontal joint reinforcement as indicated. Install longitudinal side rods in mortar for
their entire length with a minimum cover of 5/8 inch on exterior side of walls, t/z inch elsewhere. Lap
reinforcing a minimum of 6 inches.
B. Cut or intenuptjoint reinforcement at control and expansion joints, unless otherwise indicated.
C. Provide continuity at corners and wall intersections by use of prefabricated "L" and "T" sections. Cut and
bend reinforcement units as directed by manufacturer for continuity at special conditions.
3,07 MOVEMENT (CONTROL AND EXPANSION) JOINTS
A. General: Install control and expansion joints in unit masoffy where indicated. Build in related items as the
masonry progresses. Do not form a continuous span through movement joints unless provisions are made
to prevent in-plane restraint of wall or partition movement.
B. To form control joints in concrete masonry unit, fit bond breaker strips into hollow contour in ends of
block units on one side ofthe control joint. Fill the resultant core with grout and rakejoints in exposed
face.
3.08 REPAIRING, POINTING, AND CLEANING
A. Remove and replace masoffy units that are loose, chipped, broken, stained or otherwise damaged or if
units do not match adjoining units. Install new units to match adjoining units and in fresh mortar and
grout, pointed to eliminate evidence of replacement.
B. After mortar is thoroughly set and cured, clean exposed masoffy as follows:
l. Remove large mortar particles by hand with wooden paddles and non-metallic scrape hoes or
chisels.
2. Protect adj acent non-masonry surfaces from contact with cleaner by covering them with liquid
strippable masking agent, polyethylene film or waterproof masking tape.
3. Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by
rinsing thoroughly with clear water.
C. Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure unit
masonry is without damage and deterioration at time of completion.
Concrete Masonry Unit
04200-5
END OF SECTION
February 24,2OO6 Lodge at Vail Streetscape Improvements
SECTION 04410
STONE BOLLARD
PART 1 GENERAL
I.OI RELATED DOCUMENTS
A. The General Contract Conditions, Drawings, and Division - I Specification sections, apply to
Work of this section.
I.O2 DESCRIPTION
A. The work in this section consists of furnishins and installation of stone bollards.
I.O3 RELATED SECTIONS
A. Section 02200 - Earthwork
C. Section O2522 - Stone Pavers
D. Section 03300 - Cast-in-place Concrete
E. Section 04105 - Mortar and Grout
I.O4 QUALITY ASSURANCE
A. Source: Stone shall come from a sinsle source.
B. Construct a sample full scale mock up of the stone bollard. Do not begin any other stone work
until the sample panel is approved. Approved bollard shall become the standard of comparison for
all work. Mock up shall not remain part of work and shall be provided to owner as a spare bollard.
C. The firm that is employed to construct the bollard shall be customarily employed in the landscape
stone masonry industry. The firm shall employ skilled labor with a working knowledge of stone
masoffy techniques. Journeyman or lead mason must have a minimum experience of 3 years.
D. The Owner's Representative reserves the right to reject the Contractor's masoruy personnel or
stonework subcontractor based on these experiences and skill requirements- If rejected, the
Contractor shall obtain personnel and/or a subcontractor having qualifications acceptable to the
Owner's Representative.
E. No adjustments in prices or completion time will be allowed due to changes in personnel or delays
in obtaining satisfactory personnel or subcontractor.
F. Contractor shall guarantee their respective work against defective materials or faulty workmanship
for a period of 5 years.
G. Contractor shall comply with the following standards, except where more stringent requirements
are stated on the drawinss or herein:
l. Americon lvotilnl Standards Insrirure, ANSUNSB 2l I (A4l.l), "Building code
Requirements for Masoruy"
2. American Society for Testing Materials, ASTM.
3. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete
Masonry."
4. Uniform Building Code, UBC, Chapter 24 - Masoffy.
Site Stone
04410 - I
1.05
r.07
February 24,2006 Lodge at Vail Streetscape Improvements
SUBMITTALS: Submittals shall be made in accordance with the Special Conditions of the Contract. The
following shall be submitted for the Work in this Section:
A. Samples: Samples shall be submitted for the following:
l. Provide a set of, at least, three stones to define the range and variability of color and show
texture, dimensions, marking, chipping, and cracking.
2. Submit color samples of mortar and grout showing manufacturer's full range of standard and
optional colors. Submit a cured mortar sample using approved color.
3. Submit sample of hitching ring material and finish./patina.
B. Materials Certificates: Submit copies of materials certificates for the following:
1. Stone: Test results for specific gravity, abrasion, gradation and freezelthavt. The source
of the stone shall also be stated on test results.
Submit shop drawings for attachment of stone as indicated on the drawings. Show details of
sections, connections, and accessory items. Submit shop drawings for custom ties. Provide
templates for anchor and bolt installation. Include details ofcuts, connections, and holes, and other
pertinent data.
Submit shop drawings as specified under Section 01300, of reinforcement for the concrete walls
and foundations. Indicate bar sizes, spacing, locations and quantities of reinforcing steel, bending
and cutting schedules and supporting and spacing devices. Indicate iocations of all openings,
framing or special conditions affecting the work.
r.06 DELIVERY, STORAGE AND HANDLING
A. Store masonry materials on platforms or pallets. Store mortar materials under cover in a dry
location. Protect steel materials from moisture and keep free of loose scale and rust. Handle
masomy materials carefully to avoid chipping, breakage, contact with soil or other contaminating
material. Deliver cementitious materials in the manufactuer's unbroken, labeled containers. Care
shall be taken in transportation and handling of stone, so as not to scratch or damage the stone,
particularly the naturally weathered surf'aces.
PROJECT CONDITIONS
Hot Weather Conditions
Protect all masonry construction from direct exposure to wind and sun for 48 hours after
installation when erected in an ambient air temperature of99T (37"C) in the shade with relative
humidity less than 507,.
Cold Weather Conditions
Before erecting masonry during temperatures below 40oF, submit a written statement and receive
approval on methods proposed to heat masonry materials and protect masonry from freezing as
required hereafter. Keep masonry completely covered and free of frost, ice and snow at all times,
maintain a minimum temperature of 40T (4"C) when laid. Maintain temperature of mortar and
grout between 70S (21"C) and l00T (43t). Do not exceed 160T(71'C) temperature of mixing
water or of water and sand introduced to cement. Maintain air temperature on both side of
masory above 40T (4"C) for at least 72 hours,48 hours if high-early strength cement is used in
the mortar in lieu of portland cement or masonry cement. Do not build upon frozen work. Do not
place concrete footings on muddy or frozen surfaces.
Site Stone
044t0 -2
c.
D.
A.
B.
February 24, 20O6 Lodge at Vail Streetscape Improvements
PART2 PRODUCTS
2.OI GENERAL
A. Prior to the delivery ofrock to the work site, an inspection of the quarry shall be arranged by the
Contractor, and shall include the Contractor, Owner, Landscape Architect, and Quany
Representative. The quany shall identify the rock source and procedures that will be used to
stockpile and grade the stone specified. The Owner's Representative and Architect may tag
existing stone to be selected for the project.
B. Upon delivering the stone to the site, Owner's Representative will examine the stone and may
reject any delermined to be damaged or scratched on the desired exposed faces. These stone shall
be removed from the site at the Contractor's exDense.
2.02 MORTAR
A. As specified in Section 04105
2.03 CONCRETE AND REINFORCEMENT
A. As specified in Section 03300
2.04 STONE BOLLARDS
A. Stone bollards shall be Aspen Granite provided by the Gallegos Corporation, 1097 Spring Creek
Road, Gypsum, CO 8 1637, 9'70-524-4322 or approved equal.
2.05 HITCHING RING
A. Hitching rings shall be forged, hammered solid steel or approved equal. Patina and finish shall
match guardrail at Vendetta's Restaurant on Wall Street.
PART 3 DGCUTION
3.OI GENERAL
A. Stone shall be placed individually in a manner to avoid displacing underlying materials or placing
undue impact force on the underlying materials. Stone shall not be dropped from a height of more
than 2 inches.
B. Stone shall be placed in position by the use of a multi-prong grapple device or suitable equipment
for handling material. Dayline buckets and skips shall not be used for placement of stone.
C. Do not build on frozen work; remove and replace stonework damaged by frost or freezing.
D. Do not use stone units with chips, cracks, voids, stains or other defects which might be visible in
the finished work unless otherwise acceptable to the Owner's Representative.
E. Set stone in accordance with drawings. Completely fill slots for anchors, dowels, fasteners and
supports with mortar during setting of stone bollard. Bollard shall be plumb and level. Minimize
appearance of all mortar.
3.02 STONE BOLLARD
A. Contractor shall cut/carve each stone bollard to the dimensions outlined in the construction olans.
Site Stone
04410 - 3
February 24, 2006 Lodge at Vail Streetscape Improvements
B. Contractor shall provide core drill for dowel mounting.
C. Contractor shall place stone bollard over footing and dowel and epoxy in place as indicated in the
drawings.
3.06 ADJUSTMENT, PROTECTION, AND CLEAN.TIP
A. Upon completion of work, remove from the premises all surplus materials, tools, equipment,
rubbish, debris, and rejected stone resulting from the work.
B. Clean stonework not less than six days after completion. Thoroughly clean and scrub completed
wall with fiber brushes, using a mild alkaline abrasive cleaner that contains no caustic or harsh
fillers. Do not use wire brushes or acid type cleaning agents. Begin at top and work down. Clean
stone thoroughly, leaving no mortar stains or traces of cleaning compound.
D. Protect the stonework from collapse, deterioration, discoloration or damage during subsequent
construction and until acceptance of the work.
ENDOFSECTION
Site Stone
044t0 - 4
February 24,2006 Lodge at Vail Streetscape Improvements
SECTION 04415
STONE VENEER
PART I GENERAL
I.OI RELATED DOCUMENTS
A. The General Contract Conditions, Drawings, and Division - I Specification sections, apply to
Work of this section.
T.O2 DESCRIPTION
A. Section Includes: Furnishing and installing natural stone veneer and related items necessary to
complete the work.
I.O3 RELATED SECTIONS
A. Section 02200 - Earthwork
B. Section 03201 - Concrete Reinforcement
C. Section 04200 - Concrete Masonry Unit
D. Section 04405 - Mortar and Grout
1.04 SUBMITTALS: Submittals shall be made in accordance with the Special Conditions of the Contract. The
following shall be submitted for the Work in this Section:
A. Samples: Samples shall be submitted for the tbllowing:
l. Provide a set of, at least, five stones to define the range and variability of color and show texture,
dimensions, marking, chipping, and cracking.
2. Samples shall not be less than 4-inches high x 4-inches wide x 4-inches deep and not larger than 8
- inches high x 18 - inches wide x 8 - inches deep. Include in each set the full range of exposed
color and texture to be expected in the finished work.
3. Submit color samples of mortar and grout showing manufacturer's full range of standard and
optional colors. Submit a cured mortar sample using approved color.
4. Submit a sample ofeach type of reinforcement, wall tie, flashing, and accessories.
B. Materials Certiiicates: Submit copies of materials certificates for the following:
l. Stone: Test results for specific gravity, abrasion, gradation and freezelthaw. The source
of the stone shall also be stated on test results.
C. Submit shop drawings for attachment of stone as indicated on the drawings. Show details of sections,
connections, and accessory items. Submit shop drawings for custom ties. Provide templates for anchor
and bolt installation. Include details ofcuts, connections, and holes, and other pertinent data.
D. Submit shop drawings as specified under Section 01300, of reinforcement fbr the concrete walls and
foundations. Indicate bar sizes, spacing, locations and quantities ofreinforcing steel, bending and
Stone Veneer
04415 - I
Februarv 24. 2006 Lodge at Vail Streetscape Improvements
1.05
cutting schedules and supporting and spacing devices. Indicate locations of all openings, framing or
special conditions affecting the work.
QUALITY ASSIIRANCE
Source: Stone shall come from a single source.
Construct a sample mock up of approved materials, 4-feet long by l-foot 6-inches high or as
directed by Owner's Representative. Show color, range of stone sizes, different proportion of
stone sizes, and projection, texture, bond, reinforcement, color and tooling of mortar joints,
capstone and craftwork. Owner's representative must approve sample location prior to
construction. Do not begin any other stone work until the sample panel is approved. Approved
panel shall become the standard of comparison for all stone work. Do not alter, move or destroy
panel until the contract is complete. Contractor shall be responsible for removal and disposal of
sample wall panel. Mock up shall not remain part of work.
The firm that is employed to consuuct the stone veneer site walls and light pole bases shall be
customarily employed in the landscape stone masonry industry. Prior to beginning construction of
the walls, the Contractor must demonstrate to the Owner's Representative that the firm has at least
three years of previous experience constructing stone walls and has completed at least five
generally similar projects. The firm shall employ skilled labor with a working knowledge of stone
masonry techniques. Journeyman or lead mason must have a minimum experience of 3 years.
The Owner's Representative reserves the right to reject the Contractor's masoffy personnel or
stonework subcontractor based on these experiences and skill requirements. If rejected, the
Contractor shall obtain personnel and/or a subcontractor having qualifications acceptable to the
Owner's Representative.
No adjustments in prices or completion time will be allowed due to changes in personnel or delays
in obtaining satisfactory personnel or subcontractor.
Contractor shall guarantee their respective work against defective materials or faulty workmanship
for a period of 5 years.
Contractor shall obtain mortar ingredients of uniform quality, from one manufacturer for each
cementitious component and from one source and producer for each aggegate for the entire
proJect.
Contractor shall comply with the following standards, except where more stringent requirements
are stated on the drawings or herein:
l. American Narional Standards Institute, ANSI/NSB 2ll (A4l.I), "Building Code
Requirements for Masonry"
2. American Society for Testing Materials, ASTM.
3. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete
Masonry."
4. Uniform Building Code, UBC, Chapter 24 - Masonry.
F,
I.06 DELIVERY, STORAGE AND HANDLING
Store masonry materials on platforms or pallets. Store mortar materials under cover in a dry
location. Protect steel materials from moisture and keep free of loose scale and rust. Handle
Stone Veneer
044t5 - 2
B.
E.
tJ.
H.
February 24,2006 Lodge at Vail Streetscape Improvements
masoffy materials carefully to avoid chipping, breakage, contact with soil or other contaminating
material. Deliver cementitious materials in the manufacturer's unbroken, labeled containers. Care
shall be taken in transportation and handling of stone, so as not to scratch or damage the stone,
particularly the naturally weathered surfaces.
I.O7 PROJECTCONDITIONS
A. Hot Weather Conditions
l. Protect all masonry construction from direct exposure to wind and sun for 48 hours after
installation when erected in an ambient air temperature of 99T (37'C) in the shade with
relative humidity less than 507o.
B.Cold Weather Conditions
Before erecting masonry during temperatures below 401F, submit a written statement and
receive approval on methods proposed to heat masonry materials and protect masoffy
from freezing as required hereafter.
Keep masonry completely covered and free of frost, ice and snow at all times, maintain a
minimum temperature of 40T (4"C) when laid. Maintain temperature of mortar and
grout between 70iF (21t) and 100'F (43'C). Do not exceed l60iF (71'C) temperature
of mixing water or of water and sand introduced to cement. Maintain air temperature on
both side of masonry above 40T (4oC) for at least 72 hours, 48 hours if high-early
strength cement is used in the mortar in lieu of portland cement or masonry cement.
Do not build upon frozen work. Do not place concrete footings on muddy or frozen
surfaces.
3.
2.
PART 2 PRODUCTS
2.OI STONE VENEER
A. Site walls shall incorporate a mix of shapes and sizes with larger stone predominantly at lower
levels. Refer to construction plans for representative wall elevation. Natural bedding planes are to
be laid horizontally; horizontal and vertical joints to be frequently intenupted. Cap stones shall be
placed on the top of the wall as indicated in the construction plans. Face stone shall be furnished
according to the percentages described below and shall conelate with the square footage of the
stone wall face, not the overall quantity of stone.
B. Provide stone sound and free of defects that will impair its strength, durability or appearance.
Natural variations in color and markings that are characteristic of the quarry from which the stone
is obtained will be acceptable, provided they do not impair the strength or durability ofthe stone,
mar its appearance or exceed the range of variations represented by the approved panel.
2.02 STONE VENEER WALLS
A. Stone shall be "Arkansas Valley Strip" provided by the Gallegos Corporation, 1097 Spring Creek
Road, Gypsum, CO 81637, 9"10-524-4322 or approved equal. Reference constuctions plans for
example elevation ofstone veneer wall.
l. Furnish face stones with the followins dimensrons:
Stone Veneer
04415 - 3
a. Rise:2 to 12 inches
February 24,20O6 Lodge at Vail Streetscape Improvements
b. Length: 6 to 36 inches
c. Depth: 4 to 6 inches, unless otherwise indicated or shown.
2. Furnish cap stones with the following dimensions:
a. Rise:6 to I0 inches
b. Width: 8 inches min.; 36 inches max.
c. Depth: Greater than the width of wall; reference construction plans
3. Quantities of face stone shall be furnished with the following dimensions:
a. Rise:
l. 2 to 5 inches: 20 Vo of wall face
2. 6 to 12 inches: 50 7o
3. 13 to24 inches: 30 %
b. Length:
l. 6 to 12 inches: 207o of wall face
2. 13 to 30 inches: 407o
3. 25to36 inches:40%
Stone Veneer
o44r5 - 4
February 24,2006 Lodge at Vail Streetscape Improvements
2.O3 MORTAR AND GROUT
A. As spccified in Section 04405
2.04 CONCRETE MASONRY UNIT AND REINFORCEMENT
A. As specified in Section 03300
2.05 VENEER ANCHORS
A. Veneer Over Concrete Masonry Unit: Provide veneer ties 3/16" diameter minimum inserted into
slots built into the concrete masouy unit. and extcnding at least ly2" into the veneer bedjoint.
Dovetail slots shall be constructed vertically. Space ties l2" o.c. vertically and horizontally.
B. Cap Stone Anchors: Providet/2" diameter minimum stainless steel all-thread dowels,2 minimum per
stone, set with epoxy 2" minimum into backing and into cap stone.
2.06 TIE WIRE
A. 3116" galvanized.
2.O'7 JOINT SEALER: Refer to Section 03300.
PART3 EXECUTION
3.OI GENERAL
A. Protect stone faces against staining. When work is not in progress, keep tops of walls covered with
non-staining wateqproof coverings. When work resumes, clean top surface of stone of all mortar;
thoroughly dampen in drying weather. Where new masonry joins partially or totally set masonry,
remove loose mortar and dampen.
B. Advise installers ofother work about specific requirements relating to the placement of inserts and
flashing.
C. Clean stones before setting by thoroughly scrubbing with fiber brushes followed by a thorough
drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh
fillers of abrasives.
D. If not thoroughly wet at the time of setting, drench or sponge stone. Do not wet expansion or
control joint surfaces.
E. Seal joints as directed by Owner's Representative or as indicated in plans. Contractor shall submit
sample of concrete - masonry sealer for approval by Owner's Representative prior to construction.
3.02 INSTALLATION
A. GENERAL
l. Execute stonework by skilled mechanics and employ skilled stone fitters at the site to do
necess.uy tield cutting as stone is set.
2. Set stone in accordance with drawings. Provide anchors, supports, fasteners and other
attachments as shown or necessary to secure stonework in place. Adjust accessories for
Stone Veneer
04415 - 5
February 24,2O06 Lodge at Vail Streetscape Improvements
proper setting of stone. Completely fill slots for anchors, dowels, fasteners and supports
with mortar during setting of stone.
3. Do not use stone units with chips, cracks, voids, stains or other defects which might be
visible in the finished work unless otherwise acceptable to the Owner's Representative.
4. Do not build on frozen work; remove and replace stonework damaged by frost or
freezing.
5. During all seasons, protect partially completed stonework against weather when work is
not in progress. Cover top of wall with strong, waterproof, non-staining membrane
extending at least 2-feet down the stone face and anchor securely in place.
6. Provide chases, reveals, reglets, openings and other spaces as shown or required for
contiguous work. Close up openings in stonework after other work is in place. Use
materials and set to match surroundins stonework.
B. WALLS
l. Lay stone to match the approved sample panel. Reference construction plans for pattern.
2. Set each stone on its natural bed, level and Fue to line, in a full bed of mortar; tap to a
full, even bearing.
3. Do not set above until mortar in courses below is sufficientlv set to maintain alisnment
and prevent extrusion.
4. Provide accurate shapes, thickness and dimensions shown and specified, maintaining
specified tolerances. Allow nol less than l-inch and not more than I /r-inch clearance
between back face of stone units and the face of the backine wall.
5. Saw cut back surfaces that will be concealed.
6. Dress bed and vertical joints straight and at 90-degree angle to face, unless otherwise
indicated. Provide square corners for stone units, unless otherwise shown.
7. Provide forjoint widths as indicated or, ifnot indicated, allow for uniform 3/8-inch to
ll2-inch wide joints. Deep rake mortar in all joints.
8. Keep faces of stone free of mortar.
9. Stones are to be laid with their main axis horizontal.
10. Build walls straight and plumb. Build exposed face of wall battered as indicated on
drawings or, if not indicated, vertical. Top of stone wall shall be level and flush.
Contractor shall not vary top of wall elevations without prior approval from Owner's
Representative Contractor shall adjust veneer and concrete core wall to create smooth
and flush transitions.
I l. Roughly shape stone with a hammer to approximate fit. Knock off weak portions. Knob
corners and returns square.
C. ACCESSORMS
Stone Veneer
04415 - 6
L lnstall anchors with a minimum of 3-inches embedded in the mortar ioint.
February 24,2006 Lodge at Vail Streetscape Improvements
2. Install veneer anchors as specified. Space anchors so as to support not more than 1.77
square fbot of wall area.
3. Install tie wire throush wall anchors in accordance with UBC.
3.03 ADJUST.CLEANANDPROTECT
A. Remove and replace stone units that are broken, chipped, stained or otherwise damaged. Where
directed, remove and replace units that do not match adjoining stonework. Provide new matching
units; install as specified and point-up to eliminate evidence of replacement. Repoint defective and
unsatisfactory joints as required to provide a neat, uniform appearance.
B. Clean stonework not less than six days after completion. Thoroughly clean and scrub completed
wall with fiber brushes, using a mild alkaline abrasive cleaner that contains no caustic or harsh
fillers. Do not use wire brushes or acid type cleaning agents. Begin at top and work down. Clean
stone thoroughly, leaving no mortar stains or traces of cleaning compound.
C. Protect the stonework from collapse, deterioration, discoloration or damage during subsequent
construction and until acceptance of the work.
END OF SECTION
Stone Veneer
04415 -7
February 24,2006 l,odge at Vail Streetscape Improvements
SECTION O55OO
METAL FABRICATIONS
PART I GENERAL
1.01 RELATED DOCUMENTS
A. The General Contract Conditions, Drawings and other Division - I Specification sections apply to
Work of this section.
I.O2 DESCRIPTION
A. Work Included: Work consists of furnishing all labor, material and equipment necessary for
completion of the following work.
l. Guardrails, handrails, welds, washers, bolts, nuts, shims, and anchor bolts and anchor
plates.
2. Erecting, connecting, field welding, and adjusting for plumb and level.
3. All other work normally related to the above or specified under this section.
B. All other miscellaneous angles, channels, pipes/tubes and plates as indicated.
C. Definitions:
I . Metal Fabrications: Synonymous with miscellaneous metals.
2. Architecturally Exposed Structural Steel: As used under this section, includes all metal
fabrications exoosed to view.
1.02 RELATED WORK
A. Section 03300 - Cast-in-place Concrete
1.03 QUALITY ASSURANCE
A. Welder Qualifications: Currently qualified according to AWS Dl.l. AISC Specifications for
Architecturallv exoosed Structural Steel.
B. Hand Rail f'uUri.utlon, Demonstrated experience with at least tive projects of comparable scope.
C. Architectural metals shall be of the best commercial quality and their various forms shall be
straight and true. All steel to be FY 36KSI, ASTM A36, all reinforced steel to be FY 60 KSI, and
all tubes to be ASTM A 500, (grade b). There shall be no scratches, scars or creases, buckles,
ripples or chatter marks. Finished surfaces must be smooth and true.
D. Material shall be selected for surface flatness, smoothness and freedom from surface blemishes
when exposed to view in the finished unit. Exposed-to-view surfaces which exhibit pitting, seam
marks, roller marks, "oil canning", stains, discolorations or other imperfections on the finished
units will not be acceDtable.
I.O4 REFERENCES
Metal Fabrication
05500 - l
February 24,2006 Lodge at Vail Streetscape Improvements
A. ASTM 4336 - Structural steel.
ts. ASTM .436 - Steel sections.
C. ASTM A307 - Low carbon steel externally and internally threaded fasteners.
D. ASTM 4500 - Steel tubing cold form.
E. AWS Dl.I - Structural welding code.
F. Meet requirements of AISC Specifications for Architecturally Exposed Structural Steel, latest
edition.
I.O5 SHOP DRAWINGS
A. Guardrails and Handrails:
l. Four sets of shop drawings, including a reproducible, prepared at an approved scale shall
be submitted for review; refer to Section 01300 Submittals for additional requirements.
2. Indicate plans, elevations, detail sections, and profile. Show jointing, anchorage and
accessory items, and specify finishes. Fumish setting diagrams and templates for items set
in other work. Especially, show details for tubular steel junction at walls and all tubular
steel connections.
3. Includc erection drawings, elevations, and details where applicable.
4. Indicate welded connections using standard AWS welding symbols. Indicate net weld
lengths.
5. Take field measurements prior to preparation of shop drawings and fabrication, where
possible, to ensure proper fitting of the work. However, do not delay job progress; allow
for adjustments and fittings wherever the taking of field measurements before fabrication
might delay the work.
I.06 SUBMITTALS
A. Guardrails and Handrails:
l. Do not order materials or begin fabrication until approval of submittals has been
obtained. Approved working models shall be used on the project as basis for approval of
all future work.
2. Submit samples 6" sections, metal finish required.
3. Samples: Submit samples of all materials to be fumished under this section in size and
fbrm.
a. Steel for guardrail post and rail (2 each).
b. Steel for handrail post and rail (2 each).
c. One section of guardrail in place for review by Owners Representative.
d. One section of decorative guardrail in place for review by Owner's
Representative.
e. One section of handrail in place for review by Owner's Representative.
4. Show typical welds, fasteners and screws for compatible finish.
5. Provide completed painted sample for review.
Metal Fabrication
05500 - 2
February 24,2006
I.O'7 PRODUCT HANDLING AND STORAGE
Lodge at Vail Streetscape Improvements
A. Deliver anchor bolts and other anchorage devices that are embedded in cast-in-place concrete or
masoffy construction to the prt-lject site in time to be installed before the start of cast-in-place
concrete opcrations or masonry work.
B. Provide setting drawings, templates, and directions for the installation of anchor bolts and other
similar devices.
C. Metals that are stored at the project site shall be above ground on platforms, skids, or other supports.
Protect steel fiom corrosion. Store other materials in a weathertight and dry place until ready for use.
D. Handle in such a manner so as to protect surfaces and to prevent damage to fabricated pieces, during
storage, erection and during construction,
E. Store packaged materials in their original, unbroken package or container. Materials shall be carefully
handled and stored under cover in a manner to prevent deformation and damage to the materials and
to shop finishes, and prevent rusting and the accumulation of foreign matter on the metal work.
F. All such work shall be reoaired and cleaned before erection.
PART 2 MATERIALS
2.OI GUARDRAILS AND HANDRAILS
A. Guardrails and Flandrails shall be fabricated from 16 ga tubular steel for posts and rails and solid
steel for pickets dipped in primer, unless otherwise noted.
2.02 ANCHOR STUD CONNECTORS
A. Anchor stud connectors shall meet requirements of AWS Dl.l Structural Welding Code, latest
edition.
2.03 BOLTS, NUTS AND WASHERS
A. ASTMA3OT
2.04 WELDING MATERIALS
A. AWS Dl.l: type required for materials being welded. Welding for Rail Extensions shall utilize
E80 series electrodes which have the same weathering characteristics as corrosion-resistant steel.
2.05 FABRICATIONS
A. Shop fabrication and tolerances shall conform to requirements of AWS and AISC specifications
and shall be equal to the best practice in modern sheet metal and structural steel shops.
B. Verify dimensions on-site prior to shop fabrication.
C. Fabricate items with joints tightly fitted and secured. Joints exposed to weather shall be formed to
exclude water.
Metal Fabrication
05500 - 3
February 24,2006 Lodge at Vail Streetscape Improvements
Fit and shop assemble in largest practical sections, for delivery to site. Curved work shall be true
to radii. Posts for handrail shall be vertical.
Grind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to
small uniform radius.
Make exposed joints butt tight, flush, and hairline.
Supply components required for anchorage of metal fabrications. Fabricate anchorage and relatcd
components of same material and finish as metal fabrication, except where specifically noted
otherwise.
J.
2.06 FINISH
Do all cutting, punching, drilling and tapping required for attachment of hardware and of work of
other Sections where so indicated or where directions for same are given prior to, or with approval
of shop drawings.
Live loads shall be not less than the minimum required by code. Where specific live loads are not
set forth in the codes applicable to this work, and are not given on the Drawings, designs shall be
such as to support live loads without deflection of more than U360 of length of any member and
without permanent deformation, all with a safety factor of not less than 2 Il2 to l.
Zinc Electroplate: Components shall be zinc electroplated including all bolts, nuts, washers and
other related fbrrous metal items used herewith. Zinc electroplate shall comply with ASTM 8633.
Clean surfaces of grease, concrete splatter, and foreign matter. Remove grease and soil with
recommended solvents.
Reference plan for finish and color.
PART 3 DGCUTION
3.OI INSPECTION
A, Prior to start of erection the steel erector shall check the location of all proposed anchor bolts and
disclose any discrepancy in the setting plan to the Owner's Representative.
3.O2 COORDINATION
A. Contractor shall coordinate installation of artistic components with Owner's Representative and
Artist. Contractor shall provide connections for artistic inserts.
3.03 PREPARATION
Field measurements: Take measurements on site as required for correct fabrication and
installation. Fabricator shall be responsible for errors in fabrication and for correct fit of structural
steel.
The contractor assures that all components, specified or required to satisfactorily complete the
installation are compatible with each other, with adjoining substrates, materials and work by other
trades, and with the conditions of installation and expected use.
Pre-assemble items in the shop to the greatest extent possible, so as to minimize field splicing and
assembly of units at the project site. Disassemble units only to the extent necessary for shipping
and handling limitations. Clearly mark units for re-assembly and coordinated installation.
Metal Fabrication
05500 - 4
D.
E.
I..
G.
H.
B.
B.
February 24,2006
3.03 INSTALLATION
B.
C.
D.
E.
F.
G.
H,
I.
J.
Lodge at Vail Streetscape Improvements
Perform all cutting, drilling, and fitting required for the installation of the metal items. Set the work
accurately in location, alignment and elevation, plumb, level and true, measured from established
lines and levels. Provide temporary bracing or anchors in formwork for items that are to be built into
concrete.
Obtain Owner's Representative review prior to site cutting or making adjustments that are not part of
scheduled work.
Make provision for erection stresses by temporary bracing. Keep work in alignment.
Replace items damaged in course of installation.
Perform field welding in accordance with AWS Dl.l.
Do not cut finishes that cannot be completely restored in the field. Retum items with such finishes to
the shop for required alterations, followed by complete refinishing or provide new units at contractor's
option.
Joints shall be flush to conceal reinforcement, or welded where thickness of section permits. All
welds shall be ground smooth and free ofjagged edges or lumps.
Contact surfaces of connected members shall be ground true. Parts shall be assembled so that
joints will be tight and practically unnoticeable, without use of filling compound.
Set all railings in sleeves with molten lead or non-shrink, non-metalic grout. Sulfur or gypsum-based
products shall not be used for this purpose.
Form tightjoints with exposed connections accurately fitted with uniform reveals and spaces for
sealants and joint tillers. All tube to tube welds shall be partial penetration groove welds. Where
cutting, welding and grinding are requled for proper shop fitting andjointing of the work, restore
finishes and replace.
Install drilled-in inserts in accordance with Manufacturer's recommendations in accurately drilled
holes of required diameter and depth. Where adhesive inserts are used, thoroughly clean hole of all
debris and drill dust prior to installation of insert and adhesive bonder. Do not drill holes in concrete
or masonry until material has achieved full design snength.
After completion of specihed finishes on work, coat concealed surfaces which will be in contact with
concrete or footings with a heavy coat of bituminous paint to prevent corrosion and galvanic action.
Do not extend coating onto exposed surfaces.
After installation, grind and touch-up field welds, and scratched or damaged prime painted or
galvanized surfaces. Use a primer consistent with shop coat. Use a primer recommended for
salvanized surfaces.
3.O4 FIELD QUALITY CONTROL
A. Inspection by the Testing Agency shall include field Inspection: All welds 1007o visual.
END OF SECTION
Metal Fabrication
05500 - 5
K.
L,
M,
SECTION O75IO
PROTECTED PLAZA MEMBRANE AND SUBSURFACE DRAINAGE SYSTEM
PART I _ GENERAL
1.OO RELATED DOCUMENTS
Drawings and general provisions of the Contract apply to work of this section.
I.OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary to
effectively install a protected plaza membrane system to the rooftop terrace as shown on the
drawings including, but not necessarily limited to, the following:
l. Removal ofexisting waterproofing membrane where necessary and surface preparation.
2. New waterproofing membrane plaza system.
3. New flashing.
4. New fabric reinforcement sheet'
5. New caP sheet.
6. New protection board.
7. New subsurface drainage layer and subsurface perimeter drainage system.
8. New fasteners and contingent materials.
B. Related work specified elsewhere, and particularly in Summary of Work, Section 01010.
I.O2 QUALITY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions ofthe state and local building and safety codes'
B. Qualifications: Prior to the Notice of Award, the Contractor shall submit evidence that his
existing company has five (5) years continuous successful experience in applying specified
material(s), and is currently an approved applicator for the specific material manufacturer(s).
C. Manuafacturer's Products: Obtain materials from only q!9 manufacturer. Provide materials not
available from the manufacturer from sources which are recommended and approved by the
manufacturer.
D. Underwriters Laboratories (UL) Listed Products: Provide materials which have been tested and
listed by UL, and bear UL label on each package, or are shipped to the project with a UL
certifi cation of compliance.
E. Fire and Insurance Ratings: Comply with ratings as required by governing authorities and codes.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07s 10-1
SECTION O75IO
PROTECTED PLAZA MEMBRANE AND SUBSURfACE DRAINAGE SYSTEM
PART 1 _ GENERAL
I.OO RELATED DOCUMENTS
Drawings and general provisions ofthe Contract apply to work of this section.
I.OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary to
effectively install a protected plaza membrane system to the rooftop terrace as shown on the
drawings including, but not necessarily limited to, the following:
l. Removal ofexisting waterproofing membrane where necessary and surface preparation.
2. New waterproofing membrane plaza system.
3. New flashing.
4. New fabric reinforcement sheet.
5. New cap sheet.
6. New protection board.
7. New subsurface drainage layer.
8. New fasteners and contingent materials.
B. Related work specified elsewhere, and particularly in Summary of Work, Section 01010.
I.O2 QUALITY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions ofthe state and local building and safety codes.
L.
Qualifications: Prior to the Notice of Award, the Contractor shall submit evidence that his
existing company has five (5) years continuous successful experience in applying specified
material(s), and is currently an approved applicator for the specific material manufacftrer(s).
Manuafacturer's Products: Obtain materials from only qlg manufacturer. Provide materials not
available from the manufacturer from sources which are recommended and approved by the
manufacturer.
Underwriters Laboratories (UL) Listed Products: Provide materials which have been tested and
listed by UL, and bear UL label on each package, or are shipped to the project with a UL
certifi cation of compliance.
Fire and Insurance Ratings: Comply with ratings as required by goveming authorities and codes.
B.
D.
E.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 075l0-l
t.03 SUBMITTALS
Required prior to the commencement of work in triplicate:
I . Manufacturer's literature, Material Safety Data Sheets and application instmctions.
2. Sample copies of Contractor's warranty.
3. Copy ofthe completed manufacturer's \ryarranty application.
4. Prior to the installation of this assembly, the following items are required to be sent to
American Hydrotech, Inc.'s Technical Services Department for review and approval.
Have American Hydrotech, Inc. contact BC&E to confirm that they have received the
reouested items.
a. Submit Hydrotech's Project Registration Form to American Hydrotech, Inc.
The Project Registration Form must be filled out completely and accurately,
including any deviations requested from this specification for approval.
b. Submit a plan drawing to American Hydrotech Inc. showing the substrate
outline and dimensions and location and type ofALL penetrations.
c. Submit to American Hydrotech, inc. all typical and any atypical or "special"
condition details which are to be used in the project.
B. Required after the completion of work:
l. Copy of membrane manufacturer's guarantee inspection report.
2. Manufacturer's l0-year single-source, "Watertightness Warranty" (paid for by
Contractor).
3. Contractor's 2-year Workmanship Warranty per Section 01740.
PRODUCT DELIVERY AND STORAGE
A. Delivery of Materials: Deliver material to job site in sealed, undamaged containers. Identi!
each container with material name, date of manufacturer, and lot number.
B. Keep all materials dry while they are transported, stored and installed. Do not allow materials to
be exposed to any moisture anywhere, at any time, during transportation, storage, handling and
installation. Reject and remove from the site any new materials which exhibit evidence of
moisture during application, or have been exposed to moistue. Reject and remove from the site
any materials which have moisture content more than l0 percent greater than the Equilibrium
Moisture Content (EMC) at 90 percent relative humidity.
C. Store all materials on raised platforms with weather protective coverings. The manufacturer's
standard packaging and covering is not considered adequate weather protection. Tarpaulins are
required for protection of all materials. MATERIAL STORAGE PROCEDURES WILL BE
CONSTANTLY MONITORED AND STRICTLY ENFORCED.
D. Materials stored on plazas shall be limited to the safe loading of installsd materials, decking and
structural framins.
1.04
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07s10-2
E. Store all adhesives at temperatues between 60'F. and 80o F. If exposed to lower temperatures,
restore materials to 60" F minimum temperature before using.
1.05 JOB CONDITIONS
A. All dimensions and existing details shall be field-verified by Contractor prior to acquisition or
installation of materials. Contractor shall notifr BC&E of any existing condition found to be
different than that indicated in the Contract Documents. BC&E shall review the situation and
inform Contractor ofnecessary changes, ifany.
B. Install materials in strict accordance with all safety and weather conditions required by
manufacturer, product literature, Material Safety Data Sheets, or of local, state, and federal rules
and regulations.
C. Locate kettles away from flammable materials and mechanical air intake systems, and in a
location acceptable to Owner. Observe all fire, safety and pollution regulations of goveming
authorities.
D. Application of the membrane shall not cornmence nor proceed during inclement weather. All
surfaces to receive the membrane shall be free of water, dew, fiost, snow or ice.
E. Application of membrane shall not commence nor proceed when the ambient temperature is
below 0o F.
F. Preparation and application of membrane must be conducted in well-ventilated areas.
G. Over its service life, do not expose membrane or accessories to a constant temperature in excess
of 180" F (i.e., hot pipes and vents or direct steam venting, etc.).
H. Adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or
use near an open fre. Do not use in confined areas without adequate ventilation. Consult
container or packaging labels and Material Safety Data Sheets (MSDS) for specihc safety
information (available from American Hvdrotech).
I. Do not allow waste products (petroleum, gr.^., oit, solvents, vegetable or mineral oil, animal
fat, etc.) to come in contact with the membrane system. Any exposures to foreign materials or
chemical discharges must be presented to American Hydrotech, Inc. for evaluation to determine
any impact on the membrane assembly perfonnance.
J. For all existing waterproofurg membrane materials to remain, protect existing waterproofing
membrane from damage. Immediately repair all cuts or other damage in the existing membrane
in a manner approved by BC&E and American Hydrotech.
r.06 WQRK SEQUENCE
A. Do not install materials when rain is imminent. Do not remove excessive quantity of existing
membrane ahead of installation.
B. Install only as much membrane and protection sheet as can be completed by the end of each work
day.
C. Installation ofthe new membrane system shall be coordinated with removal operations specified
in other sections.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07510-3
O PARr2-PRoDUcrs
2.OI MANUFACTURER
A. The components ofthis plaza assembly are to be products ofAmerican Hydrotech, Inc., or others
as specified.
2.02 MEMBRANE
A. Membrane shall be hot fluid-applied, rubberized-asphalt membrane as fumished by American
Hydrotech, Inc.
2.03 RELATED MATERIALS
A. Surface Conditioner: An asphaltic based surface conditioner for concrete surfaces meeting
ASTM D 4l-85 and/or CGSB l5M, as fumished by American Hydrotech, Inc.
B. Flashing: Flex Flash UN, .060 in. thick specially formulated uncwed neoprene flashing sheet; as
furnished by American Hydrotech, Inc.
C. Fabric Reinforcing Sheet: Flex Flash F, Spunbonded polyester fabric reinforcing sheet; as
furnished by American Hydrotech, Inc.
D. Cap Sheet: Hydroflex No. 30 protection sheet as fumished by American Hydrotech, Inc.
E. Protection Board: 1/8 in. asphaltic hardboard protection board as manufactured by W. R.
Meadows to be placed in two (2) layers on Hydroflex 30 cap sheet on horizontal surfaces. Install
upper layer at 90 degrees to lower layer. On vertical surfaces where indicated on the drawings,
install one layer.
F. Subsurface Drainage Layer: Mirafi 9000 or J-Drain 700 composite drainage system.
G. Existing drains, grates, frames, clamping rings, and fasteners shall be removed and replaced with
new.
H. Extruded Polystyrene Insulation: Dow Chemical Company Styrofoam brand extruded
polystyrene insulation, thicknesses as required. Minimum compressive strength 25 psi per
ASTM D-I62I.
PART 3 - EXECUTION
3.OI SUPPORTINGDECKCRITERIA
A. A proper subskate shall be provided to receive the membrane system. The Contractor shall not
proceed with the installation until all defects in the substrate have been corrected and approved by
the contractor, American Hydrotech, and BC&E.
B. Concrete curbs, expansion joints, and transitions from one surface plane to another (inside and
outside comers) must be cleanly formed, free ofbroken edges and excess concrete.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07510-4
3.02 SURFACEPREPARATION
A. Before commencing work, examine all areas to ensure that work done by other fades (if any) is
complete and ready to receive membrane. The Contractor shall report in writing to BC&E any
conditions which will adversely affect the membrane system installation and/or performance. Do
not proceed with the membrane installation until these conditions have been corrected and
approved by BC&E.
1. Remove existing waterproofing membrane.
2. Substrate defects (i.e. voids, form tie holes, honeycombing, cracks, etc.) must be
properly patched in a manner acceptable to American Hydrotech, Inc. and BC&E prior
to the application of the membrane.
3. Remove all projections and other irregularities which would prevent the monolithic,
continuous application of the membrane.
4. If necessary, shotblast or scarifr concrete to remove all asphalt solids (remaining stains
or light residue are acceptable). The substrate must be clean, fiee of unapproved liquid
membrane curing compounds, form release agents, oil, grease, roof cement, laitance,
dirt, and all other loose and./or foreign material. Thoroughly sweep the substrate which
is to receive the membrane.
5. The subsfiate must be DRY, free of water, dew, frost, snow, ice, etc.
3.03 MEMBRANE APPLICATION AND PROTECTION OF FINISHES
A. Double-Tee Joint and Wall Cold-Joint Preparation:
l. Prepare the double tee joints and the cold joint in the wall as shown on the aftachment
American Hydrotech details or as directed by BC&E on site.
B. Surlace conditioner application (concrete surfaces)
l. Apply the surface conditioner to the substrate using a hand-held sprayer, or a short nap
roller, evenly at a rate of 300 to 600 sq ft per gallon (depending on surface texture).
Surface conditioner should "tan" the concrete surface. not blacken it.
2, Allow sufficient time for the surface conditioner to thoroughly dry prior to the
membrane application. Membrane will not bond to surface conditioner which has not
dried.
3. Do not spray surface conditioner onto previously installed membrane.
C. Membrane Preparation:
I . The membrane material shall be heated in a double jacketed, oil bath melter with
mechanical agitation, specifically designed for the preparation ofhot-applied, rubberized
asphalt materials.
2. Heat membrane until the material can be drawn free flowing at a temperature range
between 350 deg. F and 425 deg. F.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 075 l0-5
D.Detailing:
5.
1.
2.
5.
4.
All detailing, flashings and terminations shall be done in accordance with the drawings.
Use the longest pieces of flashing/reinforcing which are practical based on job site
conditions.
Cracks: Cracks over 1/16 in. but less than ll4 in. in width, apply membrane, 126 mils
thick, over the crack area. Center a 6 in. wide strip of reinforcing (flex Flash F or Flex
Flash UN) over the crack and embed firmly into the warm membrane. Apply another
coat of membrane, 125 mils thick, over the reinforcing sheet, totally encapsulating it in
membrane.
Construction or control joints: Apply membrane, 125 mils thick, over the joint area.
Cent€r a 6 in. wide strip of reinforcing (flex Flashing F or Flex Flash UN) over the joint
and embed firmly into the warm membrane. Apply another coat of membrane 125 mils
thick, over the reinforcing sheet, totally encapsulating it in membrane.
Drains:
Apply membrane, 125 mils thick, around the drain, extending it into the drain
bowl flange and out | 2 in. onto the deck.
Embed hrmly one sheet of reinforcing (Flex Flash UN only) centered over the
drain bowl into the membrane while it is warm. The reinforcing should extend
beyond the drain bowl flange onto the deck a minimum of 6 in. in all directions.
c. Install the drain clamping ring making sure all bolts are properly tightened. Cut
out the center ofthe reinforcing (FIex Flash uN) totally encapsulating it.
d. Refer to the drawings.
Flashing penetrations:
a. Flash all penetrations (pipes, supports, vents, etc.) passing tkough the
membrane. All penefiations must be properly secured to the deck.
b. The flashing seal must be made directly to the penetration passing through the
membrane. The flashing should not be terminated to an intermediate element
(metal flashing, insulation, surface treatment, etc.) which itself could fail and
admit moisture beneath the membrane.
c. Flexible penetrations must be enclosed in a stable "goose neck" set in
membrane and secured to the deck. Use a field fabricated pipe seal to flash the
"goose neck."
d. Hot pipes: Performance of the membrane assembly is jeopardized by
temperatures greater than 180' F. In all such cases, flash to an intermediate
"cool" sleeve in accordance with a detail acceptable to Hy&otech.
e. Refer to the drawings.
Exposed flashings (i.e., curbs, parapets, walls, etc.): The membrane itself is not
intended to be left exposed. To flash exposed conditions such as curbs, parapets, walls,
etc., Flex Flash LJN (only) should be used as follows:
b.
4.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07510-6
The Flex Flash UN sheet when installed, must extend out onto the deck a
minimum of 3 in. and up the curb, parapet, wall, etc., a minimum of 3 in. above
the finished plaza surface (whenever possible). The Flex Flash UN sheet must
be adhered to the vertical surface with bonding adhesive starting 2 to 3 in. off
the deck up its futt height where it must be properly terminated. The 2 to 3 in.
of unbonded Flex Flash UN which extends out onto the deck must firmly set
into membrane, 125 mils thick, while it is still warm. The 3 in. of Flex Flash
UN that extends out onto the deck and up thc wall is then coated with more
membrane, 125 mils thick, totally encapsulating the sheet edge. The Flex Flash
UN must be firmly embedded into the membrane at the corner so that no air
pockets (voids) are present.
l) Adjoining sheets must lap a minimum of 3 in.
2) Flex Flash UN bonding:
a) Thoroughly mix bonding adhesive before using and
frequently while in use.
Apply bonding adhesive evenly, without globs or puddles,
with a 9 in. wide short nap paint roller to both the membrane
and the substrate at a rate covering approximately 60 sq ft
(both surfaces) per gallon. Do not apply bonding adhesive to
a splice (lap) area.
Allow bonding adhesive to dry until it is tacky, but will not
slide when pushed with a hnger or suing from a dry finger
touch.
Roll the coated membrane into the coated substrate, avoiding
wrinkles.
Roll the bonded membrane immediately after
sheet into the adhesive with a metal roller
maxlmum contact.
f) Install adjoining sheets in the same manner, overlapping the
previous sheet a minimum of 3 in.
Flex Flash UN splicing:
a) Fold the top sheet of the lap back about 12 in. Remove any
dirt by wiping both matting surfaces with a clean rag. The
splice must be completely cleaned of all dust or other
contaminants. The finished surface should be solid black in
color with no streaks.
b) Thoroughly mix splicing cement before using and frequently
while in use. Apply the splice cement using 3 to 4 in. wide,
by l/2 in. thick paint brush. The splice cement should be
applied at a rate of approximately 240 lin ft per gallon for a 3
in. wide seam (both sides). Apply the splice cement in a
smooth even coat without globs or puddles. Both sides of the
solice should be coated at the same time to achieve a more
o)
c)
d)
e)placing the
to ensure
3)
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07510-'l
uniform drying time. Start at the beginning of the cemented
area, check the spliced cement for proper drying. The splice
cement should not slide when pushed with a finger or string
up from a dry finger touch. When the splice cement is
properly dried, roll the splice in and smooth it into place with
hand pressure being careful not to stretch or winkle the
membrane. When the splice is assembled, it should then
immediately be rolled perpendicular to the seam edge.
c) Wait a minimum of two hours and no more than the next
working day before applying lap sealant to all seam edges.
b. Refer to the drawings
E. Fabric Reinforcement Installation/Membrane Application: Apply the membrane evenly to the
deck at a rate to provide a continuous, monolithic coating of 90 mil minimum into which is fully
embedded a layer of "Flex Flash F" fabric reinforcing sheet, followed by another continuous
monolithic coat of membrane at a minimum thickness of 125 mil.
HYDROFLEX NO. 30 CAP SHEET INSTALLATION
A. Embed the cap sheet into the membrane while it is still warm to insure that a good bond between
the two is achieved.
B. Overlap adjoining sheet edges a minimum of I in. to insure complete coverage.
C. Cap sheet must be covered by protection board as soon as possible.
WATER TEST
Test the watertightness of the membrane by ponding water a minimum depth of 2 in. for a period
of 24 hours to check the integrity of the installation. If leala occur, the water must be drained
completely, the cap sheet removed, and the membrane installation repaired. Replace the cap
sheet and retest.
PROTECTION BOARD PLACEMENT
A. Place the protection board over the cap sheet following a successful water test. Install the
protection board in two layers, with the upper layer installed at 90 deg. from the lower layer.
SUBSURFACE DRAINAGE LAYER PLACEMENT
A. Place the subsurface drainage layer with the filter fabric up and the polyethylene down, over the
protection board.
CLEANUP
A. Remove trash, debris, and equipment from job site.
B. Repair damage and remove stains caused by the Work.
END OF SECTION
3.04
3.05
3.06
3.07
3.08
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07510-8
SECTION 07600
FLASHING AND SHEET METAL
PART I GENERAL
I.OO RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division l -Specification sections, apply to work of this section.
I.O1 DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary to
eflectively install the flashing as shown on the drawings, including, but not necessarily limited to,
the following:
l. New flashing.
2. New counterflashing (as necessary).
3. New coping.
B. Related work specified elsewhere:
L Demolition: Section 02050.
2. Waterproofing Membrane: Section 07510.3. Sealants: Section 07900.
1.02 QUALITY CONTROL
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions ofthe state and local building and safety codes.
B. Qualifications:
l. Prior to the Notice of Award, the Contractor shall submit evidence that his existing
company has hve (5) years continuous successful experience in applying specified
material(s), and is currently an approved applicator for the specific material
manufacturer(s).
C. Reference Standards: Except as modified by the Drawings and Specifications, the following
documents or applicable portions thereo{ govem the work.
l. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA)
"Architectural Sheet Metal Manual - Fourth Edition."
2. National Roofing Contractors Association (NRCA) "Roofing and Waterproofing
Manual-Third Edition."
I.O3 SUBMITTALS
A. Required prior to the commencement of work:
1. Manufacturer's literature, Material Safety Data Sheets and application instructions.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07600-l
1.04
I .U)
2. Detailed shop drawings of all new sheet metal. Provide one (l) full-size sample of
through-wall scupper prior to fabricating all scuppers. Architect shall approve the
sample prior to fabricating all scuppers. If changes or modifications are necessary to
sample, based on Architect's direction, fabricate new full-size sample for approval.
Continue until sample is approved by Architect.
B. Required after the completion of work:
1. Contractor's wananry per Section 01740.
PRODUCT DELIVERY AND STORAGE
A. Delivery of Materials: Deliver material to job site in sealed, undamaged containers. Identifl each
container with material name, date of manufacturer, and lot number.
JOB CONDITIONS
A. All dimensions, and existing details shall be field-verified by contractor prior to acquisition or
installation of materials. Contractor shall notiff the Architect of any existing condition found to
be di{ferent than that indicated in the contract documents. Architect shall review the situation and
inform contractor ofnecessary changes, ifany.
I.06 CHANGES IN THE WORK
During the work, the contractor may encounter existing conditions which are not now known or
are at variance with the drawings or specifications (discovery). Such conditions may interfere
with the work and may consist of damage or deterioration of existing materials which could
jeopardize the integrity ofthe new work
The contractor shall notifu the Architect of all discoveries he believes may interfere with proper
execution ofthe work or jeopardize the integrity of the new work prior to proceeding with work
related to such discoveries.
In the event of discrepancies within the Drawings, within the Specihcations, or between tlle
Drawings and Specification, the more stringent of the fwo items shown or described shall be
considered to be shown or specified at all locations where the discrepancies occur. The Architect
shall be notified ofsuch discrepancies
When a substitute or alternate is requested by the Contractor, and such substitute or altemate is
accepted by the Architect, the Contractor shall bear all additional costs which may arise directly
or indirectly from the use ofthe substitute or alternate.
PART 2 _ PRODUCTS
2.OI MATERIALS
A. Sheet Metal:
2.
t.Copper: Light cold rolled temper, 16 ounce (or thickness to match existing), conforming
to ASTM 8370.
All sheet metal flashings on parapet walls shall be rated F'M "IA-90."
B.
FEBRUARY 2006 Lodge at Vail Sneetscape Improvements 07600-2
B. Fasteners:
l. Copper to Masonry: Rawl Nylon Nailin Fasteners, ll4 in. x 1-112 in. (minimum) with
mushroom head, as manufactured by The Rawlplug Company, Inc., New Rochelle, New
York or Architect approved equal.
2. Copper (exposed) to wood: Hard copper, I I gauge ring shank slating nail, with large had
and EPDM sealing washer.
3. Copper (concealed) to wood: Hard copper, I I gauge ring shank slating nail, with large
diameter head.
C. Miscellaneous Accessories:
l. Solder: ASTM 832, 50 percent tin and 50 percent lead.
2. Waterproofing Underlayment: "Vycor Ultra" by Grace Construction Products, 30 mil
thick butyl rubber-based adhesive backed by a layer of high density cross laminated
polyethylene.
3. Bedding Compound: Butyl-based sealant.
2.02 FABRICATION
A. Field document the required configuration and measurements of all new flashings prior to
fabrication.
B. Shop fabricate new sheet metal shapes in l0-ft-long sections, or as long as practical.
C. Form sections square, true and accurate to shape and size, free from distortion and other defects
detrimental to appearance or performance.
D. All edges of flashing that arc exposed adjacent to the work shall have hemmed edges, or shall
otherwise be fabricated so that there are no sharp edges, sharp comers, or other surfaces that may
cut, tear, puncture, or cause injury.
PART 3 - EXECUTION
3.OI COORDINATION
A. Coordinate sheet metal operations with new membrane installation specified in Section 07510.
3.02 PREPARATION OF SUBSTRATE
A. Examine the surface condition of the substrate on which sheet metal is to be installed. Do not
proceed with the new installation until unsatisfactory conditions have been corrected in a manner
approved by the Architect.
B. Clean the substrate ofobstructions and substances detrimental to the work.
C. Proceeding with the work shall signi! the Contractor's acceptance of the substrate being covered
by the new sheet metal installation.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07600-3
3.03 SHEET METAL INSTALLATION
F.
(-_
F
Install new sheet metal fabrications and accessories as shown on the Drawines.
Install new sheet metal fabrications true to lines and levels.
Where work is not otherwise shoram or specified, conform to details and requirements set forth in
Reference Standards 1.02C.
Where materials or construction systems are specified with reference to a particular manufacturer
(such as caulking and sealants), make installations in strict accord with the approved
manufacturer's installation instructions.
Accurately reproduce profiles and bends; make intersections sharp, even and true. Make plain
surfaces fiee from buckles and waves with as few joints as possible. Reinforce work as required
for strength and appearance.
Bend metals to minimum radius recommended by manufacturer for thickness used (in general,
the radius shall be not less than the thickness ofmetal).
Provide for proper expansion and contraction. Make joints tight. Conceal nails and other
fastenings where possible. Face nailing through exposed surfaces is not permitted. Secure
exposed edges to underlying materials with clips or tabs (edge strips).
Make seams in direction of flow.
Hem exposed edges ofsheet metal work l/2 in.
Provide cleats for sheet metal l8 in. and over in width. Space cleats evenly not over 12 in. on
centers unless otherwise specified or indicated. Unless otherwise specified, cleats shall be not less
than 2 in. wide by 3 in. long and of the same material and thickness as the sheet metal being
installed. Secure one end of the cleat with two nails and fold the cleat back over the nailheads.
Lock the other end into the seam. Pretin cleats for soldered seams.
K. Properly apply caulking and sealants to sheet metal items to permit movement between surfaces
and to make entire installation watertight.
L. Soldering: Roughen smooth surfaces with clean emery cloth or sandpaper; do not use steel wool,
Pre-tin surlaces of all copper sheet metal to be joined. Use torch or well heated ilons. Solder
slowly, thoroughly heating seams and completely sweating solder through full width with at least
1 in. of solder evenly flowed along seams. Wherever possible, solder in a flat position. Solder
seams on slopes greater than 45 degrees a second time. Solder immediately after application of
flux; after soldering, immediately neutralize any conosive flux with 5%o soda solution and flush
with clean water. Soldering of exposed surfaces shall be neatly done. Exposed solder shall be
dressed and fnished. Soldering shall be employed only to seal or fill seams. Where structural
strength is required, do not rely on solder alone but use supplementary mechanical fasteners.
3.04 FLASHING
A. Flashings:
1. Install flashings required to provide watertight protection.
2. Carry flashings around comers 4 in. minimum; metal soldered or otherwise joined at the
angle is not permitted. Three-way angles shall have the corners soldered watertight.
B.
D.
G.
H,
FEBRUARY 2006 Lodge at Vail Streetscape Improvemcnts 076004
3. Flashings installed to be fully restrained shall be nailed at 3 in. centers (max.); otherwise
use clips or cleats.
4. Unless metal manufacturer has more stringent requirements, make up continuous
straight runs of sheet metal in 10 ft minimum lengths. Unless otherwise shown or
specified, connect continuous runs together with 4 in. overlap joints sealed watertight
with sealant.
3.05 PROTECTION
A. Protection: Protect dissimilar metals subject to galvanic corrosion from contact with each other
and from other surfaces which cause corrosion of metal.
3.06 CLEANUP
A. Remove trash, debris, and equipment from the job site.
B. Repair damage and remove stains caused by the work.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Stre€tscape Improvements 07600-5
SECTION O79OO
SEALANTS
PART I - GENERAL
1.OO RELATED DOCUMENTS
Drawings and general provisions of the Contract, including Ceneral and Supplementary Conditions and
Division 1-Specification sections, apply to work ofthis section.
I.OI DESCRIPTION
A. Work Included: Work consists of furnishing all labor, materials and equipment necessary for
complete application of,all sealants including, but not necessarily limited to, the following:
l. Surface preparation including primers.
2. Joint backup material.
3. Applicationofspecifiedsealant.
1.02 QUALTTY CONTROL
A. Requirements of Regulatory Agencies: Work under this section shall be subject to all applicable
provisions of federal, state and local rules and regulations.
B. Applicator: Company specializing in application of sealants with five (5) years minimum
experience and be acceptable to manufacturer.
1.03 SUBMITTALS
A. Submittals: Manufacturer's literature, Material Safety Data Sheets and application instructions for
each q/pe of material used.
B. Samples: Submit colors from manufacturer's standard color chart (or custom colors if necessary)
for initial review by Architect. Following initial selection, install sample between two strips of
material similar to or representative of typical surfaces where sealer will be used, held apart to
represent typical joint widths.
C. Required after the completion of work:
1. Contractor's warranty per Section 01740.
I-04 PRODUCT DELIVERY AND STORAGE
A. Delivery: Deliver materials to job site in sealed, undamaged containers. Identif each container
with material name. date of manufacture. and lot number.
I.O5 JOB CONDITIONS
A. Install sealant materials in strict accordance with all safety and weather conditions recomrnended
by manufacturer, product literature, or Material Safety Data Sheets. Do not proceed with
installation of sealants under adverse weather conditions, or when temperatues are below or
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07900-l
above manufacturer's recommended limitations for installation. Proceed only when forecasted
weather conditions are favorable for proper cure and development of high-early bond strength.
Wherever joint width is affected by ambient temperature variations, install elastomeric sealants
only when temperatures are in lower third of manufacturer's recommended installation
temperature range.
PART 2 - PRODUCTS
2.OI MATERIALS
Approved Sealants:
For each application, provide the grade of sealant (non-sag, self-leveling, no-track, knife grade,
preformed, etc.) as recommended by the manufacturer for the particular condition of installation
(location, joint shape, ambient temperature, and similar conditions), to achieve the best possible
overall performance. Grades specified herein are for normal condition of installation.
l. Silicone Clazing and Waterproofrng Sealant: Use for aluminum and glass: Dow Coming
'790 or 795, or Architect approved equal.
2. Two-Component (plus color) polyurethane low-modulus, non-sag sealant: Use for
exterior wall panels, and coping joints: Sonneborn Sonolastic NP 2, or Architect
approved equal.
3. Two-Component (plus color) polyr-rrethane self leveling sealant: Use for horizontal
pavementjoints: Sika Sikaflex - 2C SL, or Architect approved equal.
4. Tape: For concealed metal to metal contact, use polyisobutylene type, non-skinning,
non-drying tape: I in. minimum width, 1/16 in. minimum thickness; Presstite 579 Series,
PPG Duribbon 1072, Tremco 440 TAPE, or Architect approved equal.
Sealant Primer:
l. Use primer recommended by manufacturer ofsealant used, for each specific application.
Backup Material for All Sealants:
l. Sealant Backer Rod: Compressible rod stock of closed cell polyethylene foam,
polyethylene jacketed polyurethane foam, butyl rubber foam, neoprene foam or other
flexible permanent, duable non-absorptive material as recommended by sealant
manufactuer for compatibility with sealant used.
2. Bond Breaker Tape: Polyethylene tape or other bond breaker as recommended by
sealant manufacturer to be applied to sealant contract surfaces where bond to the
substrate or joint filler must be avoided for proper performance of sealant. Provide self-
adhesive tape wherever applicable.
Colors: For exposed materials provide color as selected by Architect from manufacturer's
standard or custom color palette. For concealed materials, provide the natural color which has the
best overall perlormance characteristics.
Compatibility: Before purchase of each required material, confirm its compatibility with each
other material it will be exposed to in the joint system.
A.
B.
c.
D.
E.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07900-2
PART 3 . EXECUTION
3.OI PREPARATION
A. Preparation must be done in a good and workmanlike manner which meets recommendation of
manufacturer and the following minimum requirements or standards.
3.02 INSPECTION
A. Examine surfaces where sealant is to be applied for:
l. Defects or coatings on substrate that will adversely affect adhesion of sealants, or
execution or oualiW of work.
2. Deviations bevond allowable tolerances for installation ofsealants.
B. Do not start Work until unsatisfactory conditions are corrected.
C. Beginningofinstallationmeansacceptanceofsubstrate.
3.03 JOINT DESIGN
A. Sealant depth is measured at the center (thin) section ofsealant bead.
B. Install sealants to depths and widths as recommended by sealant manufacturer. Also, conform to
the following general limitations if not in conflict with sealant manufacturer's recommendations:
l. For sidewalks, pavements and similar joints subject to traffic and other abrasion and
indentation exposures, fill joints to a depth equal to 75% ofjoint width, but neither more
than 5/8 in. deep nor less than 3/8 in. deep.
2- For normal moving joints not subject to traffic, fill joints to a depth equal to 50% ofjoint
width, but neither more than 5/8 in. deep nor less than l/4 in. deep.
3. Depth ofsealant must not exceed width ofjoint.
4. Sealantjoints shall not be less than li4 in. in width and l/4 in. in depth.
5. Sealantjoints shall not exceed 2 in. in width in a single application.
3.04 SURFACEPREPARATION
A. Preparation work shall result in clean surfaces in all areas where sealant is to be adhered. Such
surfaces shall be fiee of any old sealant, contaminants and impurities which are deleterious to
bonding or adhesion of primers or sealant.
B. Clean fenous metals of all rust, mill scale and coatings by wire brush or grinding. Any equipment
used to remove rust shall be free of oil contaminants.
C. Wire brush masonry joint surfaces, then blow clean with oil free compressed air.
D. Wipe all glass and aluminum surfaces clean per manufacturer's recommendations as needed to
remove surface contamination.
E. Apply primer per manufacturer's recommendations. Allow primer to dry prior to applying sealant.
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07900-4
F. Do not caulk joints until they are clean, dry, and free of dust, loose mortar, old sealant, foreign
matter or other bond inhibiting materials, and in compliance with requirements of manufacturer
of materials, details shown on drawings, and specific requirements of other sections of
specifications.
3.05 JOINT BACKING
A. Use joint backing to control depth ofjoint to specified thickness.
B. Select joint backing size to allow for 25o/o compression of backing when inserted into joint.
C. Where depth ofjoint will not permit use ofjoint backing, or wherever recommended by sealant
manufacturer, install bond-breaker tape to prevent three-sided adhesion.
D. Do not leave voids or gaps between ends ofjoint backing units.
3.06 APPLICATION OF SEALANT
A. Apply sealants neatly, in a good and workmanlike manner which meets following minimum
requirements or standards. Specific instructions ofmanufacturer must also be followed.
B. Apply sealant using a gun with proper size nozzles. Use suffrcient pressue to fill all voids and
joints solid to backup material, with complete wetting of all joint bond surfaces.
C. App'lied sealant shall form a full, smooth, uniform bead, free of ridges, wrinkles, sags, air pockets
and embedded impurities.
D. After joint has been completely filled with sealant, neatly tool joint sealant to eliminate air
pockets or voids, and to provide a smooth, slightly concave, neat appearing finish, with sealant
surface slightly below adjoining surfaces. Wetting offinished surface will not be allowed.
E. Where horizontal joints are located between a horizontal surface and vertical surface, fill joint to
form a slight cove, so joint will not trap moisture and dirt.
F. Protect adjacent surfaces and systems from sealant material. Use masking tape where required to
prevent contact of sealant with adjoining surfaces which otherwise would be permanently stained
or damaged by such contact or by cleaning methods required to remove sealant smears. Remove
tape immediately after tooling without disturbing joint seal.
3.07 CURE AND PROTECTION
A, Cure sealants in compliance with manufacturer's instructions and recommendations, to obtain
high-early bond strength, intemal cohesive strength and surface durability. Protect joint sealers
during construction period so they will be without deterioration or damage (other than normal
wear and weathering) at time of Substantial Completion.
3.08 JOB SITE CLEAN.UP
A. Sealant applicator must remove all excess materials tom job site.
B. Leave all surrounding areas wherejoint sealant has been applied free ofexcess sealant, debris and
foreign substances.
END OF SECTION
FEBRUARY 2006 Lodge at Vail Streetscape Improvements 07900-4
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I/ONOL ITHIC I/EMBRANE 61 25
FLEX_FIASH F,
FLEX_FLASH UN OR
OTHTR APPROVED
REINFORCEMENT
REINFORCEMENT STRUCTURAL AND
SHRINKAGE CRACKS>1/16" & <1/4"
IN WIDTH
CONSTRUCTION JOINTS& AT ALL CHANGES-
IN-PLANE
(REF. DETATL W-4)
NOT REQUIRED AT
ROUGH CONCRETE
OR CRACKS UP TO
| / to
FLEX_FLASH UN OR
OTHIR APPROVED
FLEX_FLASH UN OR
OTHER APPROVED
EXPANSION JOINTS UP TO 1,' IN
WIDTH AND MAX. 50% TOTAL
MOVEMENT ANTICIPATED
(REF. DETATL W-64)
EXPANSION JOINTS 1'' TO 2,' IN
WIDTH AND MAX. 50% TOTAL
MOVEMENT ANTICIPATED
(REF. DffArLS W-68, 6C, & 6D)
NOTES: FOR EXPANSION JOINTS GREATER THAN 2", EXPANSION JOINTS ANTICIPATING
GREATER THAN 50% TOTAL MOVEMENT AND FOR SEISMIC EXPANSION JOINTS,
THE USE OF PRE-FABRICATED. PROPRIflARY JOINT SYSTEMS SHOULD BE
ooNSTDERED. (REF. DE-|A|LS W-6D)
TLASHING FLASHING
HlJtrIFTCITECH
Monolithic
Mernbrone
a- 'l f1 -ot13
WA]ERPROONNG SYSTEMS
FlmERICFln HVOFIGITECH, InC.
o GENERAL CONCRETE CRACK
AND JOINT TREATMENT
NO SCALE I W_3
FLEX-FLASH F (min. when joints grouted)
MONOLITHIC MEMBRANE
6125
OR OTHER
APPROVID
REINFORCEMENT
HYDROFLEX 30
PROPERLY ALIGNED
,
FLEX-FLASH F (min. when joints grouted)MONOLITHIC MEMBRANE
NOTES:JOINTS MUST BE GROUTED OHffg FLUSH.
JOINT REINFORCING REQUIRED PRIOR TO APPLICATION OF STANDARD OR
FABRIC REINFORCED MEMBRANE ASSEMBLY.
OR OTHER
APPROVED
REINFORCEMENT
6125
HYDROFLEX JO
A s'4
MIN.l^A
s
4l
I1" I
MIN.
AA \
.A -l
B NOT PROPERLY ALIGNED
Co
o €
tu
PRECAST CONCRETE PLANK/PANEL
JOINT TREATMENT
3":1'-0" I w-sn
Hl|'EIFIC'TECH
Monolithic
Membrone
6125
WATERPROORNG SISTEMS
FlrnEFltcnn Hr|,ElFIGITECH, InC.
o
o
o
.\'o TYP. CAST_IN_PLACE PENETRATIONS
(PrPE, CONDUIT, ETC.)
NO SCALE I W_7A
R OTHER APPROVED
ROTECTION \
MEMBRAN
FLEX _ FLI
OR OTHEI
APPROVET
REINFORC
I
4n
4" MlN.
l>la
I
A
<-l
HYDROFLIX 3C MONOLITHIC
MEMBRANE 6125
FLEX_FLASH UN
OR OTHER
APPROVED
RIINFORCEMENT
0
P
CONDUIT PrPEIVENT
NOTES: SOME PIPE MATERIALS (PVC, COPPER, BRASS) MAY REQUIRE ROUGHENING/
SANDtNG, rN ADDtTtON TO PRtMTNG W/SURFACE CONDITIONER, FOR PROPER
ADHESION OF MM 6125.
METAL PIPES MUST FREE OF ALL OIL AND RUST.
THE SAME DflAILING ABOVE WOULD BE EMPLOYED FOR PENilRATIONS
THROUGH VERTICAL/FOUNDATION WALL APPLICATIONS.
H
HlJtr'FIC'TECH
Monolithic
Membrone
6125
WATERPROOFING SYSTEMS
FmEFltcFln HvotclrEcH. InC.
' ---J I
I
J"
i_
HYDROFLEX 30 OR OTHER
APPROVED PROTECTION COURSE
FLEX-FLASH F OR UN
MONOLITHIC
MENlBRANE 61 25
H/I]IiJFLEX 50 OR OTHER
A/I:.i.IOVED PROTECTION COURSI
FLE- { _FLASH
FLEX_FLASH
FORUN
UN
MOr.,toL|THlc
MEh4BRANE 6125
-TI
I
J
.r-
I
I
tr-t
NOTE: FLEX_FLASH F MAY BE USED AT ALL CONCRTTE-TO_CONCRETE AND CONCREIE_
TO-CONCRETE BLOCK TRANSITIONS. FLEX_FLASH UN MUST BE USED AT ALL OTHER
TRANSITIONS (i.e., CONC. DECK-TO-GYPSUM BOARD, flC.)'
fd Monolithic
HvEFl(frEcH Mernbronei- .*-"6-J"?9,,",
FrmEFilCFln HVctFIC,TECH, InC.
TYPICAL CURB DETAILS
3":1'-0" I W-g
.':
\*
o
o
o ryPICAL FOUNDATION WALL
APPLICATIONS
NO SCALE I W_11A
REF, DETAIL W_ 1 1 B
FOR TERIVINATION DETAILS
SEE NOTE
REF, DETAILS
w-7A & 78
REF. DETAIL W_ 1 .IC
FOR FOOTING AND .
CORNER TRANSITIONS
NOTES:WHEN FOUNDATTON WALLS ARE CONSTRUCTED OF CoNCRFTE BLOCK (CMU),
MM 6125 MUST BE INSTALLED IN FABRIC REINFORCED MEMBRANE ASSEMBLY.
APPROPRIATE PROTECTION MATERIALS INCLUDE HYDROFLEX 30, HYDROFLEX RB,
STYROFOAM INSULATION, TERMAFLO INSULATION DRAINAGE PANELS.
(sEE W-l18 AND 11C)
ALL COLD/CONSTRUCTION JOTNTS MUST BE RETNFORCED WITH FLEX-FLASH F
OR FLEX-FLASH UN.
HlJtrlFTOTECH
Monolithic
Mernbrone
6125
WATERPROORNC SYSTEMS
nmEFilcFln HvDFIoTECH, lr'lc.