HomeMy WebLinkAboutVAIL DAS SCHONE FILING 1 TRACT C LOT 1 FIRST BANK 1 OF 6 PART 1 LEGALVoD""t"[.-^,Tq\
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT Permit #: 804-0345
Job Address: 2271N FRONTAGB RD WEST VAIL Stafus . . . : ISSUED
Location.......: FIRST BANK WEST VAIL BRANCH Applied . . : ll/Wlzffi4
Parcel No....: 210311415020 Issued. . . : 0l/18/2005
Project No . : Pri o4 -rcfgo Expires . . .: 07ll7l2m5.J
owNER FIRST BANK OF VAIrJ LL/O9/2O04 Phone:
C/O FIRSTBANK HOIJDING CO
PO BOX 150097
T-,AKEWOODco 802ls
License:
covrR;AcroR ADAMS MENDET, Ar,LrsoN coNsrRull/o9/2oo4 phone:
1165 S. Pennsylvania
Suite 102
Denver, Colorado 10210
License: 798-B
APPITICANT ADAMS MENDEI-, AIITISON CONSTRULI/09/2OO4 Phone: (303) ?78-1165
1:.65 S. Pennsylvanj-a
Suite 102
Denver, CoLorado 80210
License:
Desciption:
DEMO AND REBI.NLD NEW INTERIOR PARTITION AND DOOR
Occupancy: B2 92
Type Construction: V l-HR Type V l-Hour
Type Occupancy: ??
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Valuation: $4,000.00
Fireplace InforrDation: Restricted:
DEPARTMENT OF COMMUNITY DEVELOPMENT
\ir^^U*:.L.,*l- \S
Building--- >
Plan Check-- >
Investigadon- >
Will Call--- >
197 .25 Reshurant Plan Review->
$63 -21 DRB Fee------------- >
S0.00 Recreation Fee--------- >
Sl . 00 Clean-up Deposit------ >
ToTAL FEES---------* >
Add Sq Ft: 0
# of Gas Appliances: 0 # ofcas lrgs: O tof Wood Pellet: 0
FEE SUMMARY
90.00 Total Calculated Fees-> $153.46
So. oo Additional Fees------> S100.00
$0 . o0 Total Permit Fee----- > 5263 .46
$0.00 Payments------------ > $263.45
s1G3 . 4G BALANCE DUE--------- >s0.00
Approvals:
Item: 051-00 BUILDING DEPARTMENT
L2/02/2OO4 JRNI
Item: 05400 PITANNING DEPARTMEIII|
LLl09/2004 JS
Action: AP
Action: AP PER CONSUI-,TATION
WITH WARREN CAMPBEIJII
Item: 05500 FIRE DEPARTMENT
Ttem: 05500 PUBLIC WORKS
*+*,**************
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge tlnt I have read this application, filled out in full the information required, corryleted an accurate plot plan,
and state that all the information as required is correct. I agr€e to comply with the information and plot plan, to conply with all
Town ordinanses and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQIJESTS FOR INSPBCTION SHALL BE MADE TWBNTY.FOUR HOI,RS IN ADVANCE BY TELEPHONE AT 479.2149 OR AT OT,R OFFICE FROM 8:OO AM - 4
PM.
PAGE 2
:**{.**!*****:t*{.*:F:*{.***'t!*{.*{.*:tc****,t***************'&*'t ***!****:t*******r.*******,t ***:t**********d.:*:****,***'*,**t *'**
CONDITIONS OF APPROVAL
Permit #: 804-0345 as of 0l-18-2005 Status: ISSUED
*,t***r.**.*****'k*****r.***{.*****:t***:t:t**:&**:f :t:&*:F:t:t**+:t***********:****t **************:&:t*+********:F***{.******
Permit Type: ADD/ALT COMM BUILD PERMT Applied: lll09l20f,4
Applicant: ADAMS MENDEL ALLISoN CONSTRUCTIoN Issued: 01i18/2005
(303) 778-1165 To Expire: 0711712005
Job Address: 2271N FRONTAGE RD WEST VAIL
Location: FIRST BANK WEST VAIL BRANCH
Parcel No: 2l03ll4l5020
Description:
DEMO AND REBUILD NEW INTERIOR PARTITION AND DOOR
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.
EV.
tl
rroN wrLL Nor BE AccEPTED rF rNcoMPLErF,i"li}tjftlgSy!4
Buildinq Perrhit#:
TVWIIOF
75 S. Frontage Rd.
Vail, Golorado 81657
GONTRACTOR INFORMATION
General Contractor:
/lM/15 l4an>e]- E/lso,{ lmsT
Town of Vail Reg. No.:1(r :Tl Contact and Phone #'s:(za;) /// - z,gqc.t/
ry1Mttt,t?|a/fi s>, (so3)7 >sl -//t" g-
Emaif addresst &,q*np llill1,"xa1T o ntd
Contractor Siqnature:"'""-')2'/*Q'z#1
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BUILDING:$ {.dLl ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $TOTAL: $
For Parcel # Contact Assessors Office at 970-328-8640 or visit
Job Name;,7 Job Address t227/ A/ad.-
WorkClass: New() Addition( ) Remodel () Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior Exterior( ) Both( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (yQ Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
: GasAppliances( ) GasLoqs( ) Wood/Pellet( ) Wood
No/Tvpe of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes
oR oFFlcE usE oNLY"*s*******sr***#***********:k
Accepted By:
Planner Siqn-off :
\Wailbata\cdev\FORMS\PERMITS\BLDGPERM.DOC 07n6t2002
++++{.*********:t:}+*!i:t*+ +********* * *********************** ***'}***** * * ** * * ****+*+++ * ** ** * * * ****
TOWNOFVA]L, COLORADO Statement
** * ****++***+* * ****** * * ****+* + * +++* +******'*i.***+******* * * *'i{t*l.r}+{.+++++*** * * * * * * * * *+* + +*{.+*:f :f
Statement Nurnber: R050000029 Amount: #263,46 Ot/L4/2OO5O4:32 PM
Palment Method: Check
MENDEI., A]-,LI SON CONST
Init: JS
NotaEion: #22 o o2 /ADA$'S
5263.46
* + * * * * +*+** * ** * **{.**{.,1. * * *1. * l. * * * * * * * * *********,}* * lr*{.{.*{ + * + + + + * * * * * * * * * * * *tt*{.*:}**'}** * ****:}:} * * *
Permit No:
Parce1 No:
Site Address :
Locati"on:
This Pa)ment:
ACCOUNT ITEM LIST:
Account Code
BP 0 010 0 0 0311110 0
cL 001-00003123000
PF 001000031r.2300
wc 00100003112800
804-0345
210311415020
227I N FRONTAGE
FIRST BANK WEST
Description
TYPE ] ADD/ALT COMM BUILD PERI\4T
RD VIEST VAII,
VAII, BR,N.ICH
Total- Fees t 5253 -45
ToE.al AIrIr Pmts : 5263 .46
BaLance: 50.00
Current Pmts
BUII,DING PERMIT FEES
CONTRACTOR I,ICENSES
PI,,AN CHECK FEES
WILI, CAI,I., INSPECTION FEE
9'7 .25
r,00.00
63.24
3 .00
TOWN OF VAIL
75 S. FRONTAGEROAD
vArL, CO 81657
970-479-2t38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: 805-0009
Job Address: 2271N FRONTAGE RD WEST VAIL
l,ocation.....: FIRST BANK OF VAIL
Parcel No...: 210311415020
ProjectNo, ? Rl1O,( _Oq &O
Satus...: ISSUED
Applied. . : 01120/20f5
Issued..: 01124/2W5
Expires. .: O7l23l2N5
OSINER FIRST BANK OF VA]L
C/O FIRSTBANK HOIJDING CO
PO BOX 150097
ITAKEWOOD
co 80215
I-,1cense:
CoNIRACTOR DESIGN ETTECTRICAIJ CONTRACTOROL/2O/20O' Phone: (970) 468-s330
7193 S. Dillon Court
Englewood, Colorado
AOLL2
License:352-E
APPLICANT DESTGN ET-,ECTRICAL CONTRACTOR}L/20/2005 Phone: (970) 468-5330
7193 S. Dillon Court
Englewood, Colorado
8 0112
L,icense: 352-E
Desciption: FIRST BANK(WEST)-ADD 3 4-PLEX RECEPTACLES IN EXISTING WALL
Valuation: $1.500.00
0L/20/2005 Phone:
Electrical----- >
DRB Fee----- >
Invesdgation-->
Will Call----->
TOTAL FEES_ >
s50.00
$0.00
$0.00
$3-00
Fs3.00
$53.00
$0. 00
ss3.00
ss3 - 00
s0.00
FEE SUMMARY
Total Calculated Fees- >
Additional Fees----- >
Total Permit Fee---- >
Paynrents---------- >
BALANCE DUE-_..-_ >
Approvals:
Item: 05000 EI-,ECTRICAL DEPARTMENI
0t/20/200s Js Action: AP
"t-::*i---o-u-.u--o-9--lJ-1"*-3"--l*ll*"*,X***********
CONDITIONS OF APPROVAL
Cond: l-2
J."*?f;]*;*-lt*ll?,.-lTili*S.t*-.9I:..**..Tff;J.1F-3.*t-.?-f-t13:I.J.?l-:9.?.1.f.?yi*I'H."I;.**r+:*r*,,****,.*+*:,:,:!*,+:!,*:r**,<i.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOIIRS IN ADVANCE BY TELEPHONE AT
PM.
OR AT OUR OFFICE FROM 8:00 AM - 4
* ***
'li ****** * ** *+*,lt**** * *** *'$ +** ***++**i.t!{.'1.1.*** * ********+**** * ** *** *** *** * * * * * +*****++{.t:}1.* +'N.
TOWNOFVAIL, COLORADO Statement
*+**** * * **** **** ** **,**** ****** * * * ** ****** * * ****** ***** * * * * * * * * * * * * * * * * + * * + + + * + + + * *** ** ******
Amonnt: $53 .00 ot/ 24 / 20051-0 :27 Attl
IniU: DDG
Notation: Desicrn
Statement Number: R050000045
Palment Method: Check
EIect,ric 023254
Permi t No:
Parcel No:
Site Address :
Locati.on:
This Payment :
EP 00100003111100
wc 00100003112 800
805-0009 Type: ELECTRICAL PERMIT
210311415020
227T N FRONTAGE RD WEST VAIL
FIRST BAIiIK OF VAII.,
Tota1 Fees:
$53 .00 Total ALL, Pmts :
Balance:
TE|I|IPORERY POWER PERMITS
WIIJIJ CAL,IJ fNSPEefION FEE
$s3 .00
$s3 .00
s0.00,t*+*** ++************+t*11++t,l*********a**t**+t*****************,i'i'*:i:i:i:l**************+ *+*****
ACCOIJNT ITEM LIST:
Account Code Descrj.ption Current Pmts
s0.00
3 .00
't
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN
Building Permit #:
Electrical
CONTRACTOR INFORMATION
oq-ov 0
?
T0Vll0FUt
75 S. Frontage
Vail,
Electrical Contractor:
,Dste,r lile-hv.l hl-a-Town of Vail Reo. No.:35a: e Contact and Phone #'s:
D.n9J, n,'.t A^ A ?zo . grt- gst a
E-Mail Addressi Jsth.Lu onna... b cl'.rls. ^ -eL t*lc' e an
contractftj r'::l,l^.,b,,,-
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $a
Contact Assessorc Office at 97O-328-864O or visit for Parcel #
Parcel#
Job Name: / {B^rc."A!57hr. r-,'L,t, PJ -u-vq*&:,/
Legal Description Lot:Block:Filing:Subdivision:
|}IFIJlglsi( at)to. Qo #{El'is-)l ^ htur,e.>Phone:.
Engineer:Address:Phone:
Detailed description of work:
/hlCZl 4olet ractaftlo. ),t orrr.,ltu. aro//
WorkClass: New() Addition( ) Remodel(^|) Repair( ) TempPower( ) Other( )
Work Type: Interior (l) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplex ( ) MultFfamily ( ) Commercial () Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes (no( {
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Ves ( ) No ( )
************tr**tr*******t ***************FOR OFFICE USE ONLY***'t*'t**''t****r.******r t***************
f1 Other Feesl Date Received:
.l F\ l"
DRB Fees:AcceDted BY:
Planner Siqn-off:
.DOC
i'5 il
\WAiI\dAtA\CdEV\FORM S\PERMITS\ELECPERM Y{fff-*ou.nev.
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TVWNOF
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
Overhead services are not allowed in the Town of Vail.
Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the exterior wall of the structure easilv
accessible.
All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and sDaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.
No use of aluminum wire smaller than size #B will be Dermitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
If this is a remodel in a multi-famiiy building with a homeowners association, a letter of permission
from the association is required.
o If this permit is for a commercial space, two (2) sets of stamped drawings are required.
D
e
o
D
ar/e./o.-
Date Signed
If .you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You
may also leave a voice mail and the inspector will call you back.
understand the above.
t .s,*lgffiffi Ffl,Jrr'rr/tl,205lllAlng; 22|ll ll FROIIAOE RDESIVtil-
FNST BAIT( IEST VAT. IRATEH
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Enrrd* .ITIDR OOil r
A@.h&Edr!
s Bt-oo+hl4il5 EICL Au.mr OO|EmtEtrcNilcs.al}Szllcilvft Tln Erp:
!|n: 540 BlJlGftrJGORrcff AilISEtG.ll.tJgSlCOEIIlErilCorhrt$ trG|lgEl}l
Arfr*CorlTyri:fii*AnbrtCriffiD*ilbaCoairntComnt
Flnr: (*l)70lt6C
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Tl|IEIP:
DP .r,ly T('' L.o "Y,4w
|filt: APAPFRCTTED
&S|li AI'AI'PROUED
Aftn: APIPPROIED
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Bruce M. carrson, ArA ifrltt;l;"r" Buttdtns $lir"*ro""" ,,r""
Patrick G, 8lees, AIA 219 North Second Slreel, Suite 301 100 Easl 15lh Slreel, Sulto 105
Timothy E. Palmqulsl, AIA llinnespolls, Minnesotr 55401-1454 Forl Worlh, Terac 76102-6500
Stephen A. Nordgaard, AIA Oftlce (612) 338-6677 Otllce (817) 877'0044
F8r (612) 338-2995 Far (817) 877'0418
0CT0BER 6, 1993
Andrew Knudtsen
TOI.IN OF VAIL
75 South Frontage Road
Vail, C0 81657
RE: VAIL INN/SHOPPETTE
PRoJECT #93113
Dear Andy:
This letter is to confirm our telephone conversation of 5 October 1993
regarding code updates.
It is our understand'i ng that the Vail Inn/Shoppette at Chamonix Cornerproject wi l I not requi re any addi ti onal code update at thi s time per
the latest Federal/State handicap and/or UBC building requirements since
we are only upgrading the exterior elements of the above project.
0nce again at CMA P.A. we appreciate your cooperation regarding this
matte r.
Yoursr^,,ver4 truly,
\, IV' Isit'- l trla4
Jim Picard
cc:Jim Churnutte, Town Planner Vail, C0
Dan Stanek, Commercial Building inspector Vail,C0
David Young, Sinclair Management
Raymond 0'Connor, CMA P.A.
Bruce Carlson, CMA P.A.
,??14il tthd"i'"
ffiin o^&tu\t-
n00 d'+D
-tL4rLL
f.nV;;t,
JuIy 9, L992
Town of Vail
17 VaiI RoadVail, Co. 81658
To tlhom it May Concern,
Please aIIow me to introducecurrently working on completingwith Vail Holdings Group,
information pertinent to the Days
Chamonix Shopette. Please assistmy complete approval to access
necessary.
I}.Uq>
\ltt(,
'6Q
Joan Shaffer to you. Joan is
several f inanc ia I transactions
Inc. and requires additional
Inn at Vail Hotel and adjoining
her however possible as she has
any informat ion she deems
Thank you in advance for your cooperation and please do not
hesitate to contact me directly should you have any questions.
Thank you,
Jacobs
Group, Inc.
2211 North Frontage Road . Vail, Colorado 81 657
VAlt: 303-476-3890 . TOLL FREE: 1 -800-54i1-2814 . FAX: 303-476-6089
eter M
Pres id
A SUBSIOIARY OF VAIL HOLDINGS GROUP, INC.
the finishing touch
of voil, inc,
ATTN:
RE:
June 17, 1992
ValI HoldlnEs Group, Inc.
22LL N. frontaEe Rd. W.Vatl, Colorado 81557
post office box 85, voil, colorodo 81658
FN<30347679/4
SERVING HOMEOWNERS SINCE 197I
Petcr Jacobs
Chanonlx Space
In order to obtain Town of Vall approval for the handlcap ranp and
entrance to the space vre have leased fron you in the Chanonlx
Bullding, wc nust have your approval.
Our intentlon 1g to bulld a handlcap ranp on the north side of the
bulldlng leadinE to the north faclng door on the weEt end of the
bulldlng, ae lllustrated by Duane Piper'e sketctr of gene dated
Junc 1992.
Further, wc lntcnd to bulld an Qalu facing entrance near the centerof the east end of the bulldtng. The entrance would be ecrved by
Et€pB and a dcck fron the noruh, aleo ag llluEtrated by Mr. Plper's
sketch.
Please indicatc your approval of thcre plane by clgnlng below.
Regpectful I
JaneB. R. Wtlson
Pree ident,
rf Ib/tt lf?-
Dat6 /
Furniture Showroom ond Interior Deslgn
303-476-3538
Vllloge Shops
303-47&1656 / 476560
Approv
Jaco
dent,Holdinge Group, Inc.
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Department of Community Development
Town of Vail
Re: RetailSpace lmprovement for Finishing Touch
2271N. Frontage Rd. W.
Staff:
The Finishing Touch of Vait is currently doing an interior spacs
improvement on the second level of the '7-Eleven Building" in West Vail.
Normally, this requires only a building permit for demolition and
improvement but because of the new handicap access laws the
improvement must extend to the exterior. My client will be required to
install an access ramp that serves as the main entrance.
The Finishing Touch of Vail agrees to this requirement. The one concern
is the schedule of opening the new stor€ space and the more extsnded
time schedule of rwiewing this ramp with Design Review. I have
discussed, with Gary Murrain, the posshility of the Town granting a TCO
for opening the business and following soon thereafter with the ramp.
(Other points of ingress do exist.)
Gary and myself would like to get a'reading" from planning staff as to
any pitfalls or "toe stubbers" with this idea. In other words, if Gary has
some comfort that th€ ramp design concept is palatable to staff and DRB
then he is more likely to go along with the TCO approacfi.
accompanying sketch.
-./4? i: ?;1 ,.i,.:;,.; _s t-,n..tt,..,r.t,," .
/t..,.- .,.i ,1, .", ...,.
Encl: Sketch
cc: Jim Wllson
lgl la-','-'l'---
Lr+Z 96'l d"a
5uf,-'e- 5
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8L657
970-479-2L38
DEPARI'IVIENT OF COMMI]NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON .]OBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERI"IT Permit, #: 897-0430
'Job Address: 227L N FRONTAGE RD WEST
Locatj-on. . .: 227L n frontage rd wesE,
Parcel No.. : 2l_03-114-15-020Project No. : PR.f97-0250
SEatus. .
Applied.
Issued..
E>q)j.res,
ISSI]ED
1,2 /LL / L997
03 /LO /Lee909/06/Lee8
- UPGRADED 7/L7/971, PER
- UPGRADED 7/L7/97'), PER
TOV/Comm. Dev.
L
L
*Of caE Applianc.6:
auilding-- --- > 3,25a.00 ResEualant Plan Revier,- ->
DRB F€e--------
Recreaeion Fee--------- ->
cleao-Up D€posi!-- -- -- - ->
Plan Chcck- - - >
Inve6t igat.ion >
will CalI- --- >
2, L24 .2O
.00
3.00
. o0
400. o0
. o0
750. O0
APPLICANT
(SEE COIflIRACTOR REGISTRATION, #199-A
CONTRACTOR MENDEL ALLISON
(SEE CON|RACTOR REGISTRATION, #199-AOhINER FIRST BANK OF VAIL
]-7 VAIL RD, VATL CO 81557
DescripEion:
add ]-k sf ,interior/exterj-or remodel
Occupancy: E}2 92
Tlpe Construction: V 1-HR Type V l--Hour
Tlpe Occupancy:
valuation: 731,910
Unffil" ALLrsoN Cr"'*{/-' $lrt?LLQ A-to'". V|JL@
Fj.rcplace Information: ResLricted;
FEE SUMMARY
.........T:lt.::::;;;;;;;.;;;;;;i".......iriii;?1.......liHil.?Yl;;;:;.;;;;;;;1............;::...
ITCM: O51OO BUILDING DEPARTMENT DEPL: BUII,DING DiViSiON:L2/1,L/1,997 JRM Action: NoTE plans to cha-rlieL2'/aL'/a997 JRM Action: NoTE bpproved drb8,/5/97(dom)OL/20/1,998 .]RM ACTiON: NOTE REVISED PLANS TO GARY02/27./1998 CIIARLIE ACTiON: APPR GARY GOODELL APPROVALrtbm:"05400 PLANNTNG DEPARTMENT Pept: PT,ANNTNG Division:L2/L5/a997 DoMrNrc Action: APPR see conditio-nsOL/20/1,998 JRM ACTiON: NOTE REVISED PI,ANS TO DOMINIC
0L/20'/1,998 DOMINIC Action: APPR see conditionsiEema'.o56oo FrRE DEPARTI"IENTL2/3L/1,997 CHARLIE AcLion: APPR N/ArEbmt'.05500 PUBr,rc woRKS Dept: PIIB woRK Division:L2/3I/t997 CIIARLIE Action: APPR N/A
t*ttrfrttti*i*r
See Page 2 of this DocumenE for any condiEions tshats may apply to tshis permiE.
DECLARATIONS
I hereby acknowlcdge thats I hawe lead thi6 applicabion, filled out in fuII tsh6 informatsion required, conpletad an accurato PfoL
p1an, and Btatse tshats a1I tshe information provided ae required is corlect. I agree to comply rri.th Ehe infornation and PLoE PLan.
to comply r{itsh alL Torh ordinanceg and state Laes, and to bui.Id chis 6!!ucCu!e according to the Tort!'6 zoning and subdiviBion
codeB, dcsign review approved, Uniform Building code and otsher oldi.nances of lhe Torn applicable tsher€to.
Clean-r-rp Deposit Refund
apFrrilved
anf {)Unt
cJare
Add Sq FE:
$of cas Log6:
Total calculated F6€s- _ _ >
Addirional FeeB----- -- -->
ToLal. Pertltit Fcc- -- - -- -- >
PaymenEe--------
#of wood,/PaIIcts:
6 , S45 .2O
.00
6 t54S.2O
6 , 545 .2O
R6,ltrf.sTg FoR
CONDITIONS
as of 03/1"0/98
Applied: L2/LL/L997
rssued: 03/Lo/L998
To Expirez O9/06/L998
INSPECTIOIi'9 SHAI,I, BE MADE HOURS IN AD1/ANC8 BY
s.nd cl.rn-Up Dapo.il To:
********************************************************************************
o
TWEEfIY - FOTJR
PermiE #: 897-0430 Sratus: ISSUED
********************************************************************************
Permit Tlpe: ADD/ALT COMM BUILD PERMT
Applicant: MENDEL ALLISON
4.
6
5.
7.
ilob Address:Location: 227L n frontage rd wesE
Parcel No: 2103-114-1-5-020
DescripEion:
add ]-k sf , int.erior/ext.erior remodel
Conditions:1. FIRE DEPARTIIENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3. A1I aspens shall be 2u caliPer
Add 2 ldditional Spruces to North side of building (5'-8')
Provide deEails on newpaper contsainers' Shall be a uniform
systsem.
No signage aproved as part of Lhis application.
No TCO until conditions have been met or bonded.
Provide 2 additional 8' Evergreens on north side of Building
for a total of 5.
Applj-cant shall obtain staff approval of uniform newspaper b
ox vending. MusL be in place prior Eo TCO
Cardboard recycling cont.iners and trash shall be removed fro
m property or consolidaLed into an enclosure on-site.
NATVT FONTION OF 1ST STORY IS TENA}fI FINISH PERMIT. C.O. RE
QUIRED BEFORE USE OR OCCUPANCY. 2ND STORY IS CORE ONLY PER
MIT. AN ADDITIONAL TENAI T FINISH PERMIT & C.O. WILL BE REQU
IRED PRIOR TO OCCUPANSY OR USE OF 2ND STORY.
L,
r.ra rrarrrrrtar a
TOm[ oF VtIL, ot,oRlDo st E.unE
gcrBdnnB Nurbcr: RBC-037t l[lounl t 6'a99.2O O3ll0l9g U.l2
Pat/rn.nB ta.thod: CK NoE.glon! 117210 Inlg: MAvl
P.tulE No: 89?-0{30 typ.r A-collM
Parccl No: 2103-114-15-02O
SLEG Mdross: 22?1 N FROII"IAGB RD I{EST
LocaEion: 2271 n froncrga rd v€ac
ADD/AIT COI,Ii.I BUIIJD P
Tolal Fa€a:
Thi. PayucnE 6,495.20 focal AI'1, Pntss:
5. S{5.20
6,5{5.20
Brhnca: .00
tt rlt I t t ta tatr r* I t ttltr tttttt* tAtlltt t i tt!atilj tt tt r * 'l rt t*trt t a t t i tt *
AccounB codc DcacripELolr Arounc
3,26C.00
350. 00
2, r2l.20
750. 00
3.00
BP 00100003111100 BUII,DINC PBRIIII FBES
DR 00100003112200 DESIOI BErrrEW PEES
9F 00100003112300 PIJrll cllBcK FBBS
AD 00100002403100 cr,BAlft P DBPogrlg
WC OO1OOOO31128OO WILI. CAIIIJ INSPECTION P8E
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OAIE:
RE
AILCONTFACTORS
illvx, ?il"1 FUBUe woBKs D EP^nrilEilr
WHEIit A ?UBUC WAY PEBffT ls REOUIRED
rlob {{ame:- 15
lb thb E new reerdfioc?
eonair3 ngauing fl6 need br a .publio
Way Fenilt :
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. SL--roJob ll[rno ContraaoE
1)
2)
3,
4')
5)
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(i'e' g6'Ir1 \Jot, onner)
Recolved; st 12 t98;
06/L2/1957 => Et|Ac IST gAlK w.v^rl:J1?, ffc.
@ ooe
o,Th'*ft"
Fru( COVER PAGE OilE OF 3 PAGESi
May2.1998
Ohig.Dunham /ChrF.Evaffi.. t Lsnyilit)ofE,$lpt
Davls Padnership / Evan$/ MendeFAllbon I Jobsrb: Evansrltiendet_Ailtson30361-3027 / 97e845{4n5 /97G47$3637
PROfECT: 1$TBankWestvaitAfiition ryAJOE# 76/;9
FROTTI:Marrcomfcr, e.e. ,fJr.l / (p-
,/
DATE:
TQ;
FIRM:
FA'CT
1)..
21.
f yil GcehJG s cow utrlcn t nd'.trd€ble orb'not oompl# please cell our ofiice -t tOS.rF|Fl951 and'agk lbr En polson ul|o rqrt thF.to yotr.
As-e. mlt.ot nry vir-rt b thc prcjGct sile on rdpril 30. rrd in response to quesdons f?om fie Gencral
Contrador
ft..is.acce@Haro |EplG.ffie.typical.€D(bfior OGB sha#itre 1as rpecifted in sadion
1/51.0) wr'th %' (minimum) gyp€um boaftl connecied to e:(Erior feca of studs rui$ 5d
w$oad naib.(or.rquivabrrt screrus) space (D d' o.c. at ell pand edges and speccd @t? in field of panel$.
ttistrep$g.b.te'ris6 the.parapet.splica.rssenrbly shorn in saction 6/51.0 as fullorfls:
Delgtc tdioc of new perspet studs to erdsdng wall studs belot"4 lap neu, shealhing at
$(bliorfrcs..of.mfl.12i (miniril.tm) bdovu.bp of qisling wall plate gnd cffinect b sftrds:
hp nervrhcahl'ng d iililbrb of rni 8" (minimum) bebri, top of $tisling wrll pfab an<l
conrndto stutls;.e.xlsting knee.brros at^lirbrbrfGof wEllb remain uncfiangEd.
Bccanse of dsccparcle6 bctrcen mp of sbel elevations shown on the eristing dwt'ings
and.lhe actpl.ebvalionafuund.in lhe fielcl .revice the typicel connedlon of lfie new WT4
tofic cn&of €xisilng beams (as shown in seclions 2 & 3152.0 and 1/53.0) p€rattscfied
El€tcft.sdion EI.
Because.d cfnralion discGpanciesflrd because the concr€E shb at fie ttrof was fourrl
to havo ntt been instafied, rgvase th€ connec*brt at the TS3l€ cslumn base (as shown in
secfon 8rB+.0) per.Ached.slcetch.seffin El .
Fbase.call with any questions..
,yA lXcoitoi^r€D tirg lznucE STREEI tOUloCt COTORADO 6O:tOt toi.a/t'l.l9gl !08'{" lttt fAX
,va, lrctriFolalro 4710 56urft coLL€oE AvE, su|rt | 12, FOnt COLUrt. COLOiabo tosrJ 970 ??! tDet 970::l''Ellt Fax
.dartiqr'eoorol (oru
3)
4)
Recolved: 6t 1A t8/Bi
08/12 1957 :> E[Ac tST SAIK w.vAIL:
JVA, IHC.
@ooz
ROF;[' 8. HUTIIE'
DAV|O U. HOUOE5f|lo
rHot As 5. tot!!
cHRtsYOtfiEn .,. CHOF
MAtr c. coltMtER
l oraEt n. Ho?!
ouvFr w. itcE
tHoMAS f. gltitN[t
CORINIIE t, TMITH
cri^tLEs B. wturRgoN
ONDI,RA t WAND
June 3, 1998
Mr. CraB Dunham
Dcvis Partrership, p.C.
1775 Shenmn StrEet Suit6 gl00
D6rn€r, Coloredo 802[E]
Re: {STBAltlK Wast Veit Ad<tition I Rgnodd
Veil, Coloredo
JVA Job NumberTOig
DearCraig:
Our records indicstc that during tfie course of conslrucdon, wrB vasited the proieci sne bye timcs.These visib Yuerrt made to obse-rvo vyo* on ttre inaurat elements or frc builcing anc Gre maaeperiodically et our disc|Etion or 8t tt|e general @f|lrado/s request. o|rr rips involved the rwienr ofrcpressntetive portions of waft aocomfllshed on:1) -Structural stael columns, stael floor beams, steel rcsf beams, Et€et rcof deck, and othermbcellaneous sffucfrrral stssl framing dcments.
'
2) Strucfurrl $aod sheahing and gtud framing elemenB Et Interbrlloofs. emarirrnralls, parap€ts,
and g$lc enfy canopy-
Based on our obsenrations and to thg bgst of our knorvledge, tfie onlratrr has zubstanlially
conformed to the mnstrudhn docrrmenb and has cofigcFd Oe,ncrcncies or omlsslons nnen tc!'
hane been identiftcd. Ws canro! howerrer, guanantrc lhe performance of the Gencrail Confracbi.
Very truly yours,
JVA.INC.
Reviewe<l by:
JVA rrCOeFOlAlEO l 9 t huCE lnEEf. EOUrpiR, COT ORADO 00!02 t0t.{4.t951 t03.4.4.r96' FAX
n l llcatiinrtEb 4tr0 soufl,r co!86€ AvE" sutTE I lr, Foftl <ot.lr{t. cot-oi^ao 5!25 9m:25 ?!t 970.22t.5!:t FAr
Htralg,i5jrr{trcfGorn
C. Comier, P.E
Thomas S. Socll. P.E.ffi*'tt0
0
f,6ce1ved: A/ l2lsa;I : 33AI;
a8/L2/303 444 1957 =>ETAC 1ST AAIK W,VAILi
JVA, INC,@ oos
FIELD OBSERVATION REPORT (JvA764e{Rl)
Froject: lSTBank Westvail Addition and Remodel
loaation: Vail, Cobrado
JVA Pruiect No. 7819
Held VieitNumben {
Date: May 11, 1.SB Tirp: 7:30 arh YYcirthen Glear,45'
Ownen lSTBank Hotding Company.
General Gontracton Evans/fulendeFAllison
ilb i.ld $ril ti5 ?r|.da b otad'.ilit 9rq'- rtd 4* d t r. !t|4fd Fdim d tr drtu.tien ust r|d kntaa uftdt|rtHFt s lo IqrErC €||t.firr t't|rr il,d prbl dtr &d O(EEt -i/Ale?rr&rrd &1166 b gFnFl !E iktc d !r (hffi a!| rqtfE JV a |ntEtqE&bir' h. @!Hra6t Eh rEn
r||.dto6. !*li Fguloaq ritdlE h pc.fonrxmt ddur{cr* ncrryda rl..toa tl|| cirtrd!.r forr*idr [r C!t-.dr h3 t6F.|!!Dl|q'.
the lollowing ibms $ere obrcned:
1) E tdion of primsry Erucnural sleel elerneng et ell lerreb induding columns, second floor Dcams, roof
beams, end roof deof( sas in progress rnd nearly complsb. Installatlon of misoellEnEous sEcondery
steel braoe3 and kicftotB tys$ in progf"ss.ZI Reviewed connedions of n€w siteel etemeflF to e0dsting e|ements almg lin€ D. Becausa of
discr€psncies bet$'3on the top of steel €lBvetons indicsted on thc exlsiling fuiHi]|g's contfirdlon
doclments and ectnl bybuilt' oonditbns, lhe Gpnncdbns of nerr to existirE mombo|€ requirad
modtfcdon in many locetione. .Th€ inodincafuffi obeerved, induding dditiond coling or blockitq
.st new bedm B(ds and the use of uelds ratherlhon bolts at conncclions, ruElE asaepteble..3) Noled thtt afthouoh not irdicaled on th6 originel construction dofirnenl$, botom f,engc bnaces srd
fittod web stiffrneF hed bc€n lnstslled Et continuous second tloor and roof b68ms at anlerior colurnn
locsx-orrg. The binces and sb'ffuners sFcified in s€ction 5/S2.0 and on the roof plan are the(Elbre not
r€quircd-.{ Revierived lhe coflnegton sf the basc of the new TS(s post to ilre rcirfordlq adsting MG10 rool
member qs shos,n in soc{ion 8154.0. Because of fi6kl cordiuons, the connecffon @uld not bs msde
perttnsedion or$Eequ€nt trW6d rlctad EIof the fued m6mo dst€d May 2, 1998. The modificd
conoeclion obseN€d w:a acceil8ue.5) Note<l lhut lhe gussst ptetes a<Hed at ths modifled nerv WT-to-exi$im beam connBdlotls as sh6Yn
in detail [1] of the trxed memo tlaled May 2, 1998 had not:ret been in$ell€d.
6) Noted ttirt the add€d dip engte oonnedlng thF top qf the addEd T83t(3 column to tho fs€ of the
cxi$ting concretc ryall as shovvtr in RFt lFlT had not l,€t instelted d rh€ ur€si Gnd (near gr11 Dl)' .A
modifieo conneaion rvas us€d # lhe ed, erd (nec grid Cl-o); lhe connedim observecl was ecceptaUe.
In fesponse to que$ions from Latry lloore:1) Re: 86cftm 142.0: I b acceflaue to -rEtal l-& b.aqt€ betvG.n ncw edgp beam boilom flang€e enc-
the top drord of fie fiEl trrtdrbrerisUng floorFist (ffiherften tl|e s€cond iois0 u€st d line 0-2-
4 Re: S;ction 2l*.0: n-bacccpteHeto connectttre Drtrofiom plat;tothe continuous ledge angle usin€' 0.1.+5" damcbr (or hlgef Orive pins spnoed GD 2'-0 rath6r tnan th6 $pecmed carisgc bolF sinco boE
nol€ in tho boilom flsnge of the edge beam werc not protlilad.
3) Re: gectiofi .US3.0: n is a-ccGf,able b-t€Cace the cordlnufl|t| 20 gEge bent dstfs at lhe eano and rilgrt-
wi0l $impeon LgIAl2 straF instalbd d etrh dud and rfier (ipacctt @ 16" o-c-).
1) Re: Seclibns 1 & 2 /S4.C lt is acceFabla to conned a. bbcldng to tho webs of exlstlng beilrF using
dlives Sins as described above.
Architect Davis Parhershh, P,G.
$uperinhndent tany ltrltoom
JlfA, Inc.
n r' dlcodtfiAteo l3tgtFRU€!stREET'Eourorn,co|-oiAooEot!:303'{{''1951 t0il44'ri57 FAX
,v^" tr{corron^rED 4tro solJtH CotLE6. Av* tr5;r1#S:St, .oloRaoo .ot25 e7e'24r(Er e?o'22t'6tr! FAx
By:
necalvod: 6t 12fSEi
06/L2/1957 => EIAC 1ST SA K W.VAIt-i
JVA. INC,
@ ool
JVAJoD No. 76,49
MerkGomier, P.E.By:
nnEMO (JVA?84$M1)
ProJectl
gete:
lSTBank West Vait Addition
May 12, 1998
. Subject:
Drawing Rsference: Vadous
Mlse€llaneous ffaming cladfications/informfl'ron
4)
s)
6)
Cophc to:Graig ttunham - Dwis Parhership
Lary fvUom - Evans/lilendeFAflison
In rEspon€tc lo questions fmm Lany Moora:
1) Soc sfreched ddails on s-tte€* fll tor revised conn#tlon of TJI floor fiamino to a( w3b bfocting and
x,€!b blocking io erdrtirng fioor beems.
4 See attacjEd renised.sedion 1fS2.0 on sheet [Zl for aco€dable e*ent of bottom.flange 6nd web
cop{ng at existing b6am 6ndE wes-t of line !.2.
3) Re: sectbn 5fSt.ft lt b eccBdable to mplaae the ft( paraFer ascmbly siuiln with a6 u|ail studs
(fiofii b€|ffi) installed to lre onlinuous tO the {op of psrapd.
Re: Seajon 2ls.o lt b aaoeptsble to r€place the sDccifie{l H3 ancftors uith Ftz.s ancnofs. h/pical.
Rq Secflm 3/s2{} ft is acaed,aue to b6ar intefior eill slud well dimcdy on the new ftoor shcathing
ag tlro$rn.
Re: eecflorr .ils1.0: I l$ a0ce@ble b rBplace tlp conlinuou$ J6 96go plate bearing ofl {ho deck wiBl
a conlinuous stip of 7f pllrwood, apprsximalely 10' wid6, connested to the mof d€d( wilh S10 Tek
sc|sY€ spaced @ 6i in two rp!,V$. stag8ff€d,
IYA lllco|Pol^tlD M5 SFiUCE Srrlfr, .ouLDEl, @LoFAgE 8d302 r0t,{44.105| tltiar'rgt FAx
Jv txcortqr tgD aTrqtoulH cgu,EgE AvE,sum lt1lORt co|.urt. cotARlDO s0!25 9ro2r5.9099 gtAz:at3glu fAX
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08/ t2/1957 => EIAC tST BAIK |V,VAIL:
JVA, INC.
@ ooz
FIELD OBSERVATION REPORT pvATo4s-oRz)
i
Prciecf lSTBank Weot Vait Addifon and Remodel
Locaiion: Vail.Colorado
J/A Proiect No. 7&{9
Fld.lvlsltttumben I
Dale: June 3, I.gg{l 'Timd:6:45 am t'ttbafien Clear,65"
Owrcr: lSTBank HolCing Company
Gercral.Contreetoc Erranu/Mendel-Alliion
Archibrt Davis
Supefinbndent:
Partership, P-C-
Lar.ry Mooftt
F.q E.!:-* b ffil u|t Jat*5 rtrt q{t d ttE ndr.a
'oft|l
at oa aqEftfft r!* rld rt.t|mm *rdtr !I sr w rr g|t|at srfolr|sr6 rr hcltlrltEaF*ndthfrFEtlbl|rrn ..taidirritlqrralfnCrA tpit.Ar,.i,rr. axtOrrirra!r niij.,rVe;m,+,=thtor-!rGOutffifswrt *ortaErrd dq F.!rufii6. {d|.fiE h Fgid''rrr of 0rurk nor rry #iiipa a trr Egr*rnii ta*i6 Fo;-;# ilENttED v.
Tha following itemr rnrrr obscrved:
1) E|Bdim and in*allion of miscdlanears secondaly Sructural sbel obments lndudirE haces, kicftes,
gusets, snd enw canopv frsmiq appearutl to bG complete.4 iloiedftutgrEEr* il#sa(l(t€dp3tdckilttldthcfecd ire3'roOa* il*y 2, l$s had bect| &xteue43) Not6d thet the imedor column at grH B-il5 had nd yet bcen reinforu€d per D$ail ,1181.0.4) Instellation of 3ttuctural wood elomefits (? fiaming, sheathiru. hlocktng, framlng ancfiots etc.) et dl
loceliot|s lttcfttfrrg €dtdorr|afb, pflepet$, g8!le eilry element, $cond tfoof. secorid fioor hffi .
sppearEdto be comdde.5) Rc\ddrlcd.the ln$sllaffon of second floor plnflood sheething rnd blocldrq: tha obeerved essembly was
acceptable.0) Reviernad lh€ $nnedions of erderlor sild wels to p€rimetof flening el€mefits 8t shmn in sadions
2/52-0 end 1/63,0i connectlons obs6rv6d wrr€ perdreuings and qcaeFaHe.
n Revi€ned the inSallation 0f urcb Hoddng rn<l jolst hangeF d tha sccond noor inf,ll as sftom in
sections 1,2, * 31S4.0 ffnd on sheet [1] df Memo JI/A764$M1 dated May 1?, l99E; sssetnbllGs
O&eW€d re|Ie acrriehlg,
ln lBffoflse to a question frorn Lany lloorc:1) Thc Grftling peflmeter cant silflp at the mof peEpet aFEar€d to conned the HsinS tmf de* to the
€xi$thg e)drdor stude 8t the east and $reC endi af the building. Th€ ramo\/al of tllo cant s.ip lhus
|€ r|orradfie oomecfun. ft baedemio inrtrf r sfip of %' phffi. rpprpxirratcfy i? td(F, aME
Fles 1 and 6. connected to lho elGtlm ]oqf deck vrith #10 Tek scf€trB spec€d @ 6l h trw mtrs. Eacfi
exbrior s[!d siroutt bc onnesled to fte plywood ship s'lth an HlL5 ancfior. Installatiotl of the sncfto[s
was nerri€wed €nd fourd to be em@lable.
,IYA" InG
,v|' lllcoitonr.fib r3rg afRucE lTf,tfi. goUtOES, CoLoRADo 10302 to!'4&l'1t51 to3'4+r'ltlt fAx
,v ncoleonetED 4? 10 gotttH carltgE avE, tul?E 112. FOfiT A)[UR5. (OTLORADo gct25 ,70'2zli.90t 9lo-225'6til' iax
afil#/le/Yt6lot co.tl
Recolvod: al l2 tgs i06t72/rs57 => EIAC IST EAtiK rY.yAIL; #1JYA, INC.
FAXCOVER PAGE OiIEOF tO PAGES
& oor
DATE;
TO:
FIRII:
FA(#;
j.
PROJEGT:
FROM:
June 12, 1gg8
Graig Dunhem
Davis Perfiersnip
.30s861-3027
I
I
I
ChdsEvans I
Evans/ Mendel-.Atlison /
1-970€4$0465 |
Lary ltihors, Supt.
Jobsite Evans/tlendeLAllison
1,9704.7%
JVAJOB#:74{9
lf you mceivs a copy urhlch is not ruedabb or tn not compkte pfeas€ cafl oqr offlce rt 301-*1951 and ask fhrtlF penson wlro eentttric to you.
lSTBenk WeEt Vail Additon
MaftCoilnier. P.E.
AtEdPd pl€a$afind Cmrfiudion Corf*anm LErer, Field Observation Reports No. I and 2. endCfrtsfu&n ilemp 1. Pleasa callwith anyquestions-
,rA.l codru^lco:3tgSpnucGSTaEEt'.BouLDlR.ccronaooros[! l6i-adl,i95'l !03,444.res' FAx
,vf,. nrcOGroRArED .t1o souTH co gGE Ave sunE r !2. Fott coLUHS, (DLoTADO t05r6 970.r15.96s y/0.22t.6t21 tax
err.i,:,l,ri!rOto,..6lt
' DAVIS PAR?*rRSHrP P.c.. fi.HTTECTS
TTITTT
Tronsmitlql
Projecl : . FirsfBonk - West Voil Projecl No : 96265.00
Voil, Colorodo Dote: Jonuory 14,1998
To: Town Of Voil Atlenlion : Chorlie Dovis
Dept. of Community Development
75 Soufh Frontoge Rood
Voil. Colorodo 81652
WE OTE sENdiNg YOU IhE fOIIOWiNg MOIETiCI: EHEREWIIH EUNDER SEPARAIE COVER E IY IAESSENGEI E VIA FEDERAT EXPRESS
COPIES SHEET NO. DESCRIPTION
2 Sets Siomped & Signed Conslruction Documenis
2 Sets Stomped & Signed Specificotions
COMMENTS:
Construclion documenls contoin revised volue engineering sheels.
I I roR YOUR A?ttOVAl UtOtyOUrn[ES u A??ROVED ll ATPnOVEDAS NOTED
m TOIYOU*USE ll tOR REVIEW & COlillJlE T n NOIA?IIOVED
Copy To: Slon Lee
Cliff Shumwov
Gorv Adoms'
Fite'
By: Croig Dunhom/vfr
RODNEY S. DAVIS GARY M. ADAMS HUGH W, BROWN DAVID M. RHYNE BRIT PROBST
TIIIII
MEttON FINANCIAL CENIER 1775 SHERMAN STREET SUIIE 3I OO
DENVER, COTORADO 80203-4325 (303) 86r-8555 FAX (303) 861-3027
D AV I S
I
P A 0N E R s H I P ln c H r T E c T sP. C.,
I T
Town of Vall
tPFFfiI flflp*'ADDENDUM NUMEER THREE
FIRSTBANK OF WEST VAIL
Archilect Project No. 96265.00
Seplember 5,1997
The folloWng odditions, deletions ond clorificotions
drowings ond specificotions for the obove-referenced
lhe specificotions of Jvne 20, 1997. Receipt of
ocknowledged in lhe Controclor's proposol.
ore lo be incorporofed into the
project, issued under the dote on
this Addendum No. 3 is to be
L
llem l:
llem 2:
llem 3:
llem 4:
llem 5:
llem 6:
SPECIFICATIONS
SECTION 07411 . MANUFACTURED ROOF PANETS
ln section 07411/2.2/A/1/o/2,revise colorto be Berridge Hortford Green.
SECTION O84IO - AIUM!NUM STOREFRONIS
ln section 0841O/2.51D, revise color to be Benidge Hortford Green.
SECTION 0&460. AUTOMATIC ENTRANCE DOORS
ln section O8460/2.81C/1, revise color to be Benidge khrtford Green,
SECTION 07600 - FTASHING AND SHEET MEIAT
Add section 076W/2.1/F, to reod, "Allexposed sheet melolfloshing shollbe
pointed fo motch Benidge Hqrtford Green.
Re: Deloils4&5/44.0
Delele 2-1 /2" lube sleel conopy ond 16 - I'x4' fluorescenl light fixtures in
Vesiibule 100 ond on the inierior bonk side of the oulomolic entry doors.
Delele 2'-0" wide Syp. bd. soffit ond l0'-0" high Syp bd. ceiling on the
inlerior bonk side of lhe outomolic entry doors ond reploce with ocoustic
ponel ceiling ond 2 - 2'x4' fluorescent light fixtures. See qttoched Sheet
A4.0. revised 9-5-97. Reploce sheet A4.0 in ils entirety.
Re: Sheel A5.0
o. Revise color of prefinished oluminum poropet cop, stonding seom
metol roof. oll exposed metol floshing ond exlerior light fixtures to
Benidge Horlford Green. See ottoched Sheet A5.0, revised 9-5-97.
Reploce sheet A5.0 in its entirety.
b. Delete lrosh enclosure on northwesf corner of building.
Re: Sectlon l/A6.0
o. Delefe 2-l /2" Iube steel conopy ond l6 - I 'x4' fluoresceni light fixtures
in Veslibule 100 ond on the interior bonk side of lhe outomotic eniry
doors. Delete 2'-0" wide gyp. bd. soffit ond l0'{" high gyp bd. ceiling
llem 7:
RODNEY S. DAVIS GARY M. ADAMS HUGH W. BROWN DAVID M. RHYNE BRIT PROBST
lllttl
MEI. I.ON FINANCIAT CENTER 1775 SHERMAN STREET SUITE 3I OO
DENVER, COT.ORADO 8O2O3-4325 (3031 861-8s55 tAX (3031 861-3O27
lstBonk of West Voil
Addendum Number Three
September 5, 1997 - Poge2
llem 8:
Item 9:
llem l0:
Item ll:
on lhe interior bonk side of the oulomolic enlry doors ond reploce with
ocoustic ponel ceiling ond 2 - 2'x4' fluorescent lighf fixtures.
b. Delete oluminum storefront tronsom obove interior poir of ouiomqtic
entry doors ond reploce with gyp. bd. woll fo motch the width of lhe
motor housing below.
c. Delele oll 4" concrele ond metol pon floor ond roof consfruclion, open
web bor joists, ond 6" structurol sluds ond reploce with comporoble
wood syslems per ottoched revised structurol drowings. See ottoched
sheet 46.0, revised 9-5-97. Reploce sheet 46.0 in iis entirefy.
Re: Seclion 11A6.1
Delete oll 4" concrete ond metol pon floor ond roof conslruction, open
web bor joisls, ond 6" struclurol siuds ond reploce wilh comporoble wood
systems per ottoched revised sfrucfurol drowings. See oltoched sheet
,46.1, revised 9-5-97. Reoloce sheel 46.l in ils enlirety.
Re: Secfionl&3/A6.2
o. Delete oll 4" concrete ond metol pon floor ond roof construction, open
web bor joists. ond 6" slrucfurol studs ond reploce with comporoble
wood syslems per revised ottoched struciurol drowings.
b. Delele 2-l/2" tube steel conopy from structure obove Vestibule lO0.
Gyp. bd. ceiling to remoin. See oltoched sheet A5.2, revised 9-5-97.
Reploce sheet ,A6.2 in ils enlirely.
Re: Section 1,2 & 3/A6.3
o. Delete oll 4" concrete ond melol pon floor qnd roof construction, open
web bor joists, ond 5" structurol studs ond reploce with comporoble
wood systems per ottoched revised slructurol drowings.
b. Delete 2-1 /2" tube steel conopy from struclure obove Vestibule lO0.
Gyp. bd. ceiling to remoin.
c. Delele oluminum siorefront ironsom obove interior poir of oulomotic
eniry doors ond reploce with gyp. bd. woll to motch the width of the
molor housing below. See olfoched sheet A5.3. revised 9-5-97.
Reploce sheet 46.3 in its entireiy.
Re: Sheet A7.0
o. Delele oll metol sluds, U.N.O., ond reploce with comporoble wood
studs per otioched revised strucfurol drowings.
b. Revise deioil of top of poropet woll where the E.|.F.S. meets the
horizonlol wood blocking. Provide o %" thick horizonfol loyer of E.|.F.S.
on the underside of the l-l/2" blocking overhong, resulting in o 3" high
poropet cop ond o 9" high E.l.F.S. bond. See olfoched sheet A2.0,
revised 9-5-97. Reoloce sheet A7.0 in its enfiretv.
lstBonk of West Voil
Addendum Number Three
September 5,1997 - Poge3
llem 12: Re: Sheet A7.l
Delete oll metol studs, U.N.o., ond reploce with comporoble wood studs
per revised ottoched structurol drowings. See ottoched sheet A7.1, revised
9-5-97. Reploce sheef AZ.l in its enlirety.
llem 13: Re: Sheet E2.0 & 84.0
Pleose see the ottoched lelter ond drowing SK-l from R. J. McNult &
Associoles doted 9-3-9t.
llem 14: Re: Drowing M-l
For revisions lo lhe Mechonicolsystem, see ottoched drowing M-lXl from
the Bollord Group, revised 9-5-97.
llem 15: Re: Sheet S1.0, S2.0, S3.0 ond S4.0
For revisions to the struclurol system, see otioched letter ond sheets from
JVA, Inc., revised 9-5-97. Reploce sheets S1.0. S2.0, S3.0 ond S4.O in lheir
entirely.
END OF ADDENDUM NO.3
Attochments:
l. A4.0, A5.0, 46.0, A6.1 , A6.2, 46.3, AZ.0 ond Az.l, from Dovis portnershio, revised 9-s-97.2. Letter qnd SK-l from R. J. McNutt, doted 9-3-97.3. Drowing M-lXl from the Bollord Group, revised 9-5-97.4. Letter ond Sheets Sl.0. S2.0. S3.0 ond S4.O from JVA. Inc.. doted 9-5-97.
\\dovis\doto \ I slbonk\96265\odmin\oddendum\odden-3.doc
M50A rL5, NC.
ELECTRTA- EI{6[.E-ER5
RANIALD J. MCNUTT - P.L
September 3,1997
Mr. Craig Dunham
Davis Partnership, P.C.
Mellon Financial Center
1775 Sherman Street, Suite 3100
Denver, CO 80203
RE: lST Bank - West Vail
Project No. 9735
Electrical Addendum #3
Dear Mr. Dunham,
The following electrical addendum #3 item needs to be issued to the Electrical Contractor.
l. Drawins E2.0:
a. Revise Lighting.Vestibule 100Area. See attached Sketch SK-I.
b. Flag Notes : Delete Flag Notes 16 & 17.
c. Switch Bank'A' Detail: Delete Flag Note 17 at S3b, Sc, and Sd.
d. Switch Bank'A'Detail: Delete,switch Se and switch Sd shall be mounted 21 *48"
same height as S3a, S3b and Sc.
2. Drawing E4.0:
a. Light Fixture Schedule: Add Light Fixture Type'B2'same as Type B except 2-
F26B)VSPX27, 52 watl fluorescent downlight. Prescolite Catalog #CFR826UEB-
492A.
b. Light Fixture Schedule Type'G'Catalog number is CB3l08-QF.
Respectfully,
9735tt-?
Enclosures: Sketches SK-l.
M,R,:
pb )7TtJ aVLNUE- ca)?r
1-[TL 200
6R.LE-LE-Y. COLOAADO e6)A
e-rn* r1nautr@ c onc enlic.net
qP.EtrLE-Y (97o) )*W'
DE-NVLR. eo) 654-tAAl
f ax (970) >2-@o)
il. crlrN5 (97o) &-%7a
SWITCHBANK 'A'
G
c
c 82
d
82
d
/ EXACT.TYPE "D'
tES FOR
:R LINE
RDERING
LIGF,ITING
U to|ts Tr]tH A!)tTe &a
ASAA|ATE+ llc. creE.-Ea, ?2t-oF^2c oo@lt
d.&TRl,'.A- Et&tEEFs G@eYt (rp> Y.-pBpeHvEe <n3> ott-taFT. Cotl-ff.lt, (q1p) 6r?V'F&a|MtLe <qlp> x-tu?
JOB NLIMbERt q1?3 ilrc1RtA,l. ADDEl.lpti,t
nlDArE: qBlq1
PRAF{|NG NUMEER: Ez-O
I9T bAIK AE9T VAIL
L|GHTING FT-A}{3k-l
jrm
pi
s
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F8F
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F8F. QdEsE Es
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HVAC FLOOR PLANWEST VAIL
DAVIS PARTNERSHIP P.C., ARCHITECTS
ROBERT B. HUNNES
DAVID M. IJOUOESHELI-
THOMAI S. SOEI.L
MARK C. CORMIER
MICHATL R, HOPE
THOMAS P, SKINNER
CHART€S S. WILKERSON
lSTBANK West VailAddition & Remodel
Vail, Colorado
JVA Job No. 7649
Addendum No. 1, Structurat ltems ll September 5, 1997
sheet s1.0, Plan & sections: REVISE plan and sections per attached drawing s1.oA
Sheet s2.0, Plan & sections: REVISE plan and sections per attached drawrng s2 oA
Sheet s3.0, Plan & sections: REVISE plan and sections per attached drawing s3.04
Sheet 54 0, General Notes & Sections: REVISE general notes and sections per attached
drawing S4.0 4\
,vA, TNcoRPoRATED lll9 SPRUCE STREET, 8oULDER, COLORADO 80102 l0l444 1951 ]01 444.1957 fAX
lva. tNcoRpoRATED 4TT0 SOUTH COILE6E AVt. SU|TE Tl2, FORTCOL NS, COLORADO 30525 9702259099 970.225.6921 tAX
e - mai I : jv a iv a @a ol. (om
t'
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
970-479-2J.38
APPLICA}iIT
CONTRACTOR
OhINER
SEatus...: ISSIIED
Applied..: 04/2L/L998
riiued...: 04/2L/L998
Ercpires . .. L0/LS/L998
DEPARTMEIiIT OF COMMT'NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON iIOBSITE AT ALL TIMES
MECHANICAL PERMIT PermiE #: M98-0047
iIOb AddTCSS. . . Z 22.7L N FRONTAGE RD WEST
LOCATiON Z 227L N FRONTAGE RD
Parcel No.. .. .: 2L03-tL4-L5-020
Projects Number: PRJ97-0250
HEATING & AIR CONDITIONING, INC.
6770 S. DAVISON CIRCLE, ENGLEWOOD,
HBATING & AIR CONDITIONING, INC.
6770 S. DAWSON CrRCr..,E, ENGTEWOOD,
FIRST BANK OF VAIL
1-7 VArL RD, vArL co 81557
Phone:
co 801-12
Phone:
co 80112
ValuaEion:
*of gas LogE:
30!-693-2925
303 -693 -2928
25, 000 . 00
*of l'lood/ PaI IeE:
Description:
MECH SYSTEM FOR REMODELED BANK
Fireplace Infol'mation: Restriched:*of cla€ Appliancea:
FEE STN4MARY
.oo
. oo
62S .00 Togal Permlt Feo__----_->
Palments-__-_---
sALAl.lcE DUA---- oo
ToEaI Calculatsed FeeB- - - > 628 .00
Addlci.onaL Fec6---------> ooMechanical__-> 5oo-oo
Plan Check- -- > 125.00
.00
3.00
Restuarant Plan Revier- _ >
DRB Fee---------
TOTAI, FEES-. - -- -Invesligacl on >
9"li 11 call---->
628 . OO
628. OO
ILem: 05100 BUILDING DBP.ART1{EIi[r Q-epE: BUILD]NG Division:
687 i: tl66d",rm'l--- -aELiqqj-'EFFn lppRoveD'JP'"-
It.em: 05600 FIRE DEPARTT.{EI\y1 '- O*dpt: FIRE Division:
o47 ii t 195e-.ritM-- ----aCii-on r APPR N/A
CONDITION OF APPROVAI.,
i, i$EHHe#flf,ltr$li$ tEfistftHB;Ffl#Ed$ffi"H8:nE$l3d?:ffi8il:"
; . E8;"RBFil?i*;s"*Efi R["' a rofoffiE"' iAlqff try" ^ro-cHAprE R e- AND
srrArJr, TERMTNATE As sPEcr Freo -Itr -5Eg .pOq- - qr--THE 1 9 91 -W-c_:s. AccEss to nriliirc-sduiFMiryT-u0-st-edtqFLv wrm sEC.s05 AI{D
703 0F THE 1991- IIMC.5. BOTLERS SHAr,r, BE MOIJNTED ON FLOOR9 qE-N-ONCgyPltqTr-qLE CONST'-' uNlE g g- !IBE6 F6p'{6LmTt-Uq-'qn--oMBusrrBLE FLooRrNGtiEcHANr cALz. FCilfrIf ,FiItrS-AiD--cdDE-Al{Ar,vsrs Mrqqr BE PosrEl
' : Effiit$Ei3$#fisffiIiRE$HEhlEH$f,Try+"s Fn65i.s-Rr*"88.*tgar
2tL9 0F THE 1991 UMC.
***************************************************t****************************
DECLARATIONS
I.vv
*****************************************:t**********************
TOWN OF VArL, COLOR;ADO statemnE
*****t**********************************************************
st,atenmt Number: REc-0403 AmounL:628.00 Os/t8/98 tL:49IniE: JRMPaymenE Method: CK NoEation:9657
Permit No: M98-0047 T14pe:
Parcel No: 2103-114-15-020
SiTe Address: 227L N FRONTAGB
LOCAIiON: 227L N FRONTAGB
This Payment
Total Fees:
628.00 Totral ALLr HnEs:
Balance:
MP OO1OOO031113OO MECHA}IICAI, PERMIT FEES
pF 00100003112300 Pr.All cHEcK FBES
WC OO1OOOO31128OO IIILI. CALL INSPEqTION FEE
B-MECII MECHANICAL PERIT'IIT
RD WEST
RD
628 .00
628 .00
.00
****************************************************************
AccounE Code Description AmounE
500 .00
125 .00
3 .00
)v!t
r h.rqbv .ckno{lcdg. !hrt. t hav. rc.d thL. rppllc.tsion. filhd ouc in furl t'h. inforurtEn r'quired' cT!lct::,rn rccuraEe ploe
plan, and srrs. thr! rll tha lnforuitlon provld.d "" t.r"i""l-f.-.otittc ' r "g"tt t;-'tipty iitrr cne lnfonrtlan and pLoE plan'
to co'ply yith r1l To.rn ordlnrnce. qnd rteec 1.u., .nd io butlcl !hl. tlructur€ tototting io- une forn'r aoning rnd suHivieion
codeE, dlslgn rrvl.f approvcd, udiforu Butldtng coae and och'r ordln'nces of thc aoun 'Ppllq'ble Eherqgo'
RBQUBT'Ts FOR IIISPEEIIONS SHAI,I, AA !'ADE 1!{BN'TC'FOT'R HOI'Rg IN AD
SISTIATURE OF Oflt|ER OR CONTRACIOR FOR HIHSELF AND O$XER
BY TELEPHoNE AT t79-2t30 OR AT our OFPtcE FROII 8:oo Afi 5:00 Pl'l
lF'
tConcacg Eagle County Assessors Office
ar 970-32^B-8640.fgr Pg;:cel_il . TOWN OF VAIL CONSTRUCTfON /6ql ' ozto PEtu\lrr /l
PERMIT APPLICATION FORM
DATE:
. APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTEDf
f* * * * * * * * * * * * * * * * * * * * * * rr * * * * * * * pERMrr TNF9RMATT9N * * * * * * * * * * * * * * * * * * * * * * * * * * * * *tl-/[ ]-Building [ ]-Plumbing [ ]-Electrical ffi-r,rechanibal [ ]-other
:41 ^ t , IJob Name: |e(5nnl-r tr,Ett L/C{,I
Legal Description: Lot
owners Name:
Architect:
D'ffi-ftq$t*d
Job Acldress: i
Block
Address:
Address:
Ph.
Ph.
General Description:
work cl-ass: I ;-New |4-Arteration [ ]-Additionar [ ]-Repair [ ]-other
Number of Dwelling Units:Number of Accomrnodation UniLs:
tlpmber and Type of Fireplaces: cas AppliancesI
f **** * * tr * * * )t * t( * tr * * * Jr * * * * * * * tr * * * * * * VALUATIONS
bBUILDING: $
PLUMBTNG: T-
EI,ECTRICAL: $
Gas Logs Wood/Pe11et
***************rr*****************
^TFIJE
D. 3
MEcHANrcAlr$€-x'C joa-Fo
-i-E,Fr
TOTAL: $
* * * *rc* * * tr** *** * * * **** * * * * * *
Town of VaiI Reg. NO.
ne Number:
To/n of VaiI Reg. NO.
one Number:
Town of Vail
Phone Number:
Reg. No.
/
Address:
Dlectrical Contractor:
Address:
Plumbing
Address:
Contractor:
* * * * * ir * * * * * * * * * * * * *(lS
Mechanical Contract
Address:
BUILDING PERMIT
PLUMBING PERMIT F
MECHANICAL PERMIT
ELECTRICAL FEE:
fTHER TYPE OF FEE:;.'.I'.:-
DRB FEE:
,[1(.Town of Vail Reg.' Phone Number: Jf,;-ri'\l\ r-:*-FIQE US1 ********rr**********************
':. !,)...
\ BUTLDING PI,AN CHECK FEE:, PLUMBING PI,AN CHECK FEE:.1 . MECHANICAL PI-,AN CHECK FEE:
iivi\ RECREATIoN FEE:
U\d"'CLEAN-UP DEPOSIT :
TOTAIJ PERMIT FEES:
BUILDING:
STGNATURE:
ZONING:
SIGNATURE:
FiLing susorvtsrorl :
lomrnents:
I]P DEPT}SIT RETUND
VALUATION
TOIIIN OF VAIL75 S. FRONTAGE ROADvArL, co 816s7
970-479-2t38
APPLICAIIT
CONTRAETOR
OWNER
ilob Address
Locat.ion. . .
Parcel No..
ProjecL No.
227L N FRONTAGE
227L N FRONTAGE
21,03 -tL4-L5 - 020
PR,J97-0250
RD WEST Statsus..
RD (lSTBAAppIied.
Issued..
Expires.
Total Permit Fee-------->
Paynent6--------
ISSUED
04 / 24 /L998
04 / 24 /L998to/2L/L998
209 .25
209 .25
DEPART!{ENT OF COMMT'NITY DEVELOPMENT
NOTE:THIS PERMIT MUST BE POSTED
PTTJMBING PERIvIIT
ON .]OBSITE AT ALL TIMES
Permit. #: P98-0038
CCI PLIJIVIBING
9949 WEST 25TH AVE, I,AKEWOOD CO
CCI PIJTJMBING
9949 WEST 25TH AVE, I,AKEWOOD CO
FIRST BANK OF VATL
1? VAIL RD, VAIL CO 81657
Phone: 3032338199
Phone: 3032338199
Total calculaLed Pees- - - > 2o9.25
Addi.Lional Fees-------- - > .o0
802r-5
80215
Descrj-ption: PLIJMBING FOR INTERfOR REMODEL,Valuation:l_0, 035 . 00
FEE SUI.IMARY
Plunbing----->
Plan Check- - - >
fnveEtsigation>
WiLl calL---->
Restuarant Plan Revier- - >
TOTAL FEES. -.. -
155. OO
4r -25
.oo
3.OO
. oo
209 .25
BAT,ANCE DUE- -. - .OO
It,CM: O510O BUILDING DEPARTI'IENTO4/24/L998 iIRM AcLion: APPR APPROVEDITEM: 05600 FIRE DEPARTI.IENTO4/24/L998 ,JRM Acrion: AppR N/A
JDRffr
: BUILDING Division:
Dept: FIRE Division:
CONDITION OF APPROVAL
1-. FIELD INSPECTIONS ARE REOUIRED TO EHECK FOR CODE COMPLIANCE.2. FIRE DEPARTMENT APPROVAL-IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
DECI,ARATIONS
I hereby acknosledge chat I have l-ead th16 application. fllled out in full Lhe informaLion required, completed an accurale pfoL
plan, and sLate that al1 tbe lnfomaE.lon provided ae required i6 correct. I agree Eo conply r.ich Lhe informaLion and plot pl.an,
to coftply nilh al1 Tovn ordinanceE and 6t'aLe lavs, and fo build thi6 aLrucEure according lo the Toen'6 zoning and subdiviaion
codeB, deeign revj.ei approved, Uniforfl Building code and other ordinances of tshe Town applicable Eheteho.
REQUESTS FOR INSPEETIONA ST'AIJTJ BE MADE TIIEMIY-FOUR HOURS TN ADI'ANCE BY 479-2138 0R AT :OO AM 5: oO P[le
OF OWNER OR COMTRACTOR FOR HIMSEI,F AND OWNER
****************************************************************
TOWN OF VAIL, COLORADO StaEell|nt****************************************************************
SLatemnE. Number: REC-0391 Amount :209.25 04/27 /98 08:13
Init: ,lRMPaymenE Method: CK NoLation: #10605
Permit No: P98-0038 Tlpe: B-PLIVIB PLUMBING PERMITParcel No : 2l_03-11_4-1_5-020
SitsC AddrEAS: 227L N FRONTAGE RD WEST
LocaLion z 22.1L N FRONTAGE RD (ISTBAI{K)
This PaymenE,
ToE,aI Fees:209.25 Total ALL Pmts:
Balance:
209.25
209.25
.00
Arnount
165 .00
4L.25
3.00
***********r*************************f *t************************
Account Code DescripEion
PP OO1OOOO31112OO PII'MBING PERMIT FEES
PF OO1OOOO31.123OO PI,AN CHECK FEES
WC OO1OOOO31128OO WILL CALL INSPE TION FEE
PAGE 2/A
EE$TII f
, APPUICTTION llttgD EE FIY.Y.FD OIxf eoMpr.ErELy o8, rr tay noT 8E eccEplIEDUx******!r+'****'t*'*tr*tL !t***'t*+**** PERIIIT fNFORUNUION tt****tt***ttt****t!r*****r.t.tl ././I l-erifcting 1,2,J-rrtnbing. ( ]-E]ectricat I J-Uecthanic"al t l-Ottler
Job Nane:I aor ]ddress:
LgaI Descri,ption: r6t Block_ rl-Iing STIBDIVISTON:
ourdrs Naue: I Address:
Address:
t
Architect:
tsoflc class: I J-New tv{-.J.fteration l-Additional [ ]-Repair 1 l-other
Nuuber of Drrell-i-Bgr llnits:llunber of Accounodation truits:
o, Is*- and Tlpe of, Fireptaces: Gas Appliances_ cas r.ogrs_ wood/pellet_v
fib*******!t*:a******:l*s**:r*t****:ltr*i VaII'ATIONS **********!r*.i******:ti|**ri**a:a***art
General Description:
Address:
ELECIRfCAL: $
UEcEANICAI: $-OInER:
TOtrAI,:
*:t** ****** lt***a ***!r*!a *i***
Electrical Contrastor:
Address:
Town of vail Reg. }|O.
Phone Nunbers
Town of vail Reg. No-
Phone Nunber;
fpffi*, of vail\J Phone Nlxtbel3
Torrn of vail Reg. NO.
Phone Nunber:
-*
'l *'l* ******rt* a.**** ** * *****!rt!** **FOB OfFfCe USE *********:l**********r**!t,l:tt****
STTTIOTNG PERtfiT EEE:
PLT'UBING PERUIT FEE:
T{ECEATIICAI/ PERrfTI PEE:
.0I.ECIRTCAL PEE:
OTBER 1YPE OF FEE:
DRB FEEs
BUU,DING PT.AN CHECK qEE3
PrItltBING PIaN CSECK JEE:UECITANICAI PIA{ CEECK tEE:
.RECREATION EEB:
CI,EAN-T'P DEPOSTTs
TOIAL PERUIT FEES:
BUII,DTNG:
STG$AAIIRF;
ZOTTINGs
SIGNAN'R8:
Plunbing
Addresg:
lrrwl_t_t_
t_t_t_
ttl
u9@ents:
asat
tD '97A4?52452
o".t
APR-24-9€ l O,4r FROM, TOV-COM-DEV-DEPT.
TO:
FROM:
DATE:
RE:
MEM9BANDUM
ALICONTRACTORS
TOWN OFVAIL PUBUC WORKS DEPARTMEiIT
MAY 9, t9g4
WHEN A "PUBUC WAY PERMIjr'.IS REOUIRED
PAGE S/A
I hare read and all the above
NO
p0
ila.
lJ'o
rtv
lto
,t/o
trlo
l)o
rt0.
ls this a new residence?
ls demolition work beirg performed
that requires the use oithe dght
of way, e.rsernents or pubtic propegy?
3) ts any utitity work needed?
4) ls the drivervay being reparrcd?
5) ls difierent acoess needed to site
other than exising dnv*ray?
6) ls any drainage work being done
afiecting the right of way, easemgnts,
or public property?
4 ls a'Rerocabte Right Of Way permit-. required?.
8) A. fs the dght otway, easements or
public property to be used for slaging,
parking or fencing?
B. lf no to gA, is a parking, staglng
or fencing plan requirect Oy Community
Development?
YES
1)
2')
jlvgu_ anlver4 yes to any ofthese questbns,.a.pubtic way permit must be obtained.'Public way_ Permit' aPplicdions may be obtar'ned at the public Work,s office or at
?.9*qny oevglopment .ttror. $re ary quesilons ptease cart charne Davis, the Tor,rrnof Vail Construcion tnspectoi, at 47g415g:
o
Job Name Contractor,s Signature
v2/
aPR-24-9€) !O=4€; FROM = TOV-COU-DEV-DEPT -ID'97 o479t2452
o
PAGE 4./E
offlcc of cornnrunfi dcyelopnnnt
75 3o.rih fnoiitge t!.d
rraL oobrado t1G57
(3031 479-21.38 ot 479-2139
ro:
EROU:
DI!E:
sttBJECr:
I".L COIilIRI,CIOAS Ct'RRET{ILYI REGISTERED WIIIE TtrE:TOWN OF VArL
$owN oF VAIL PUBIJC tfoRKS,/COU![uNrTI DEvEtopuENA
l.tA:RCB 16. 1988
CONSTRUCTIOII PARKI}IG S tdArERrAL STORAGE
(i.e, contraslor, orner)
rn sumbal.]|' or'dinancs t[o. 6 states tb,at it is unlarrfur far aryPersol to litter, traqk or clelrosi_t any soit, "rrf, sand, debrlsor uaterial, including tlash &rrupsteri, pori"Ufe ioilets and,vorloen vehictes
.Ypon. -any streetl sidcrrai;; ;Ii;y-;= pubtl.c
P1?9e 93 any portion tbeieof. fhe rigrht-of-tra1r on all Town ofvail s+-reets ana lgag= i^s approi-iiately 5 rt- iri-p"oe.ent.This ordinance vill ae. itriEiiy-LTroreea by ttre rolrD of vailPublic worlrs De''artDent- pers-ons forrrrd vi;ra;in;-this ord,inaneevill- be given a 24 hour onritten-i"ti; t;-;;"'i.trlia nareriar-fn t-he event the person so notified does not ..rpi" witlr tb,enotice *'ithin the 24 rrour tiue-=p..iii"a,";;."tgii,c worxsDepart'e'nt wirl remove said aateiiar -at the eqrensc of personnotified- The provr.stons-oc-tui]-orairranee sharl not beapplicable to constmsti;";-r"i;;enarrce or repair projects ofany street or allay or any utilieies in the rishl_i*.ay.
To review ordinance.No..6 in full , please stop by the Town ofvail Buir.ing Dcpart'ent tJ--o;tairi . .opy. nhank you for yourcoopcration on this r[atter.
f#4"/L
TOIIN OF VAII,ii s. FRoNTAcE RoAD
VAIL' CO 81657
s10-4?9-2t18 ON JOBSITE AT LI.,L TIMES
Permit *r s98-0058
DEPAR1IMENtr oF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
rob Addre "", ,,71,,il $t3IltSB 13 H:l 'Hli::l,
'.=tlriiiil,iiZ^?.
r,ocation" '' i"r'oi-\rl'jii:oio Expires ..'r 't6'1il'11sea
""::;:1."i". i ii5;':o'uo
Appr.rc*fr ?*; fi:"$lll;, ^iili ;i{R^X3:!"i.I,i:}-, co B1s0 1"r*,'r'roo'rnn'r"'roo',
coNrRAcroR t.c ilitlti'ic'-Uc'c4ilI*t3"i1i1t*, co 81501----
747 W' V|HTTE AVq:: G
owNER Tl*+IriT5,o$olttto 816s?1? VAII-' KU' vAr! ev '--- -.-r..-+ri 'in! 1121400'00
Deecription'. Er'EcrRrcAL FoR TNTERToR REMoDEI', vaLuation:
@*****i***nn*************r** FEE sumARy Til::y*iltr**f,*********iff:::*::i ''"'.fr +:tlt'ffi[i*Ei i;#..$nlf:l'*gl . -J:fr !iffil'ou,----
tortl reer--i 11981'00 - .... -,--*..".".*-"*o*******fi*r'r***ff**t*t***il**
:ffiH-:::t|d[R?.ry'i'l)f '"'"
Dept:
JRN-DePt:
BUILDING
FIRE
Divieion:
Divigion:
IrHllla?g:
CONDITION OF APPROVAL
l:$IleEiBE$iREfiEfr8-i,$ffiu[f,4!5*RBoE?*fB'8$,6REiR?"*8RH"EIft-88.STARAED.
DECI.,ARATIONS
r hcrcby lckno,r'ede. tnt l-h?::^:::1,:lt:ilt[:"::"k l,iliit.,T'1"]l':*:i::Jil#ffif:j]j3tjfi[E llll.:::*.":lg'#i :fr."i"ffi "H:i':l' ;":l"fflnlil ii{n*'x*iliii*h"S#:"i}#{'l:;ln'*:rlt:*tr-ffi *tmrk$lll,liltll'#*d:..*r*#T::"r"#'ffi ",'":ri.im;:.r:"'^n"*
codor, dcrlgn Favicu aPpfovlq, unrr,ru
lccuratc p[ot
and PLot Ptan,
subdivi sion
codaa,
REEIJE8TS FOR TilSPECTIOIIS SH^LL 8E TTAOE TUEI{TY-fOUR TIOIJRS III ADVAI{CE BY 1ELEPHONE AI 479'?18 OR A1 OUF.
Z
o
****************************************************************
TOWN OF VAILT COLORADO . . . -- --"--*********rt.-.::?::Ti:* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * tr "
* * * * * * tr !
statemnt Nurnbers REc-0386 etounti 1'981'00 n4 11L/98 12:18
--P-:ry::: j::P1:-:I-----y:1:T1-11'-'-'---'----------'--:-\:::-lY-
Permit No: 898-0058 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2103-114-15-020sit; Address 227t N FRoNTAGE RD wEsT
Location: 221t N FRoNTAGE iio (tsi IANI-wEsr vArL)
Total FeeE: 1,991'99
trhis Payrnent 1,e81'00 tot"i-iiiti*:: t'"t.33
***************************************i************************
Account code DescriPtion Anount
EP 00100003111400 ELECTRICAI PERMIT FEES - 1'9?8'00
wc 00100003112800 wrLL cAr.,L"iiriiriiirblr rsn 3'00
.t'
,Conracc' Eagle Councy Assessors nt""
^ APPLTCATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTEDI
f,r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * pERI'Irr TNF9RMATTgN * * * * * * * * * * * * * * * * * * * * * * * ***,** *t [ ]-Building [ ]-Prunbing Iy]-Erectrical [ ]-Mechanibar [ ]-other
Job Narne: First Rank - Wpst Vail Job Address3 2271 N4 Frontage Road Vail. C0
Legal Description: Lot Block_ FiIing susorvrsroN:
owners Nane: F'i rst Bank of Vail
ac 970-328-8640 for. par-cel //. ToWN oF VAfL CONSTRUCTfON
,\RCEL I:X PERMIT APPLICATTON FORM
DATE:J_6_98
Architect: Davis Partnershi
PER.\IIT /I
*********************************
OTHER: $
TOTAL: f
General Description:
Address: 17 Vail Road Vail, C ph.ffiAddress: Denver. C0 80203 Ph.
r{ork crass: [ ]-New Ix]-Arteration [ ]-Additional [ ]-Repair [ ]-other
Number of DweIIing Units:Number of AccommodaLion Units:
Number and Tvne of Fireplaces: Gas Appliances,
** * * * * * ** * * * * * * * * * * * ** * * * * ** * * * ** * VALUATIONS
)
Gas Logs_ Wood/pe11et
3UILDING: $
PLUMBTNG: $
E LE CTRI CAL : $_I?-40_Q.g!_
MECIIANICAL: $
ilectrical Contractor: EC Electric. Inc.
\ddress : 747 W. t.Jh ite Ave -Grai'-d-Jufc-tToi".
t* * * * * * * * * * * * * * * * * * * * * *.* * * * * CoNTRACTOR INFORMAL'IONleneral Contractor: Evans-Mendel -Al I i son\ddress:P.0.80x826@--
* rt *'&* **** * * **** *** rk* * * .'t * * * *
Town of Vail- Recl . NO.
Phone Number: (970) A+S:0a66-
4
Town of Vail Reo. I,I9.262-Ephone Nunber: O10) ?4L=TJW-
E ls- oo Town of Vail Reg. NO.
Phone Nunber:
Town of VaiI Reg. NO.
Phone Nurnber:
OFFICE USE * * * * * ** * * * * * * ** * * * * * * * * * rr Jr * * rt * *
BUILDING PI,AN CHECK FEE:
,rLumbing Contractor:
\ddress:
,lechanical Contractor:
\ddress:
k*******************************FOR
]UTIJDING PERMIT FEE:
?LUMBING PERMIT FEE:
,IECHANICAI, PERMIT FEE:
ILECTRICAL T'EE:
)THER TYPE OF FEE:
)RB FEE:
PLIIMBING PI,AN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDTNG:
SIGNATURE:
ZONING:
SIGNATURE:
VALUATION
DEPOSIT REFTIND TO:
)
CLEAN I'P
75 3oulh Ironlage road
vall, colorado 81657
(303) 479-2138 ot 479-2139
o
oltlco of communlty developmerrt
BUILDING PERTiIT ISSUANCE TIME FRANE
If this permit requires a Town of Vail Fire Department Approva.l ,Engineer''s (pub1ii u,orks) revi"n una ipprouui,'i p1.ii,iini'b.purt .ntreview or Health Deourtmint ieview,-unI u_review by the BuildingDepartment, the estirnated time ror'a iotat revien-iluy"i.ie'as longas three weeks.
All commercial (large or sma'l I ) and all multi_fam.i ly permits willhave to follow itre ibove rnenti6ned maximum requirements, Residentialand.smal'l projects should t;ke ;-ie;;er'amound of time. However, ifresidential or snrarler,projects impiii the various above mentioneddepartmcnts with reqard' to-necessary-review, th;;; ;;;j;.ii ruyalso take the rhree week peiiJJ.
Every attempt vrill be T99e bV this departnrent to exped.ite thjspet'mit as s.qon as possibl e. - - -e v'rrlv ' eL e'
I, th. undersigned, understand the p1 an check procedure and timeframe.
Communi ty Devel o5rment Depa rtment.
iI
75 soulh tronlage road
vail, colorado 81657
(303) 479-2L38 or 479-2L39
TO:
FROM:
DATE:
SUBJECT:
ottlce of communlly development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOWN OF VAIL
TOWN OF VArL PUBLIC WORKS/CoMMUNITy DEVELOPMENT
MARCH 16, L9B8
CONSTRUCTION PARKING & MATERIAL STORAGE
rn summary, ordinance No. 6 states that it is unrawful for anyperson to litter, track or deposit any r"ir,-r""i., sand, d.ebrisor material, including trash humpsters, portabre toirets andworkmen vehicles.upon any street, =ia""aiil-;ri;y or pubricPr?:" or any portion theieof- --in. right-of-way on al] Town ofVail streets and.Igag= is approxi..l"iv-s-i..-lri pavemenr.This ordinance wirr be striiliv--enforced by the Town of VairPubric works Deoartment. pers6ns found viorating this ordinancewilr- be given a 24 hour written ,,oti""-to-;;;;;;".aid material .rn the event the person so notified.aou= noi--conrpry with thenotice within the 24 hour time "p."iii"a,";;"-;;;Iic worksDepartment wirr remove said mateli"i-ui-in""I"pli=e of personnotified- The provisions "r irii= ordlnance shalr not beappricabre to cbnstruction, maintenance or repair projects ofany street or atley or any utilities i" [r,"^.iifri_u_ruy.
To review ordinance No- 6 in fuIl, please stop by the Town ofVail Building Department to obtain a copy. tnanx you for yourcooperation on this matter.
%osrtron/Relationshi-p Eo Project
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wledged
(i.e. contractor, owner)
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REPT131 rowN oF,^H3-:*'egio PAGE 7
AREA: CD@7/3O/9A @8r@2 REOUESTS FOR INSPECTION WORK SHEETS FoR: 7/3@/94
============:====-====================-=========================================Actlvityr 897-@436 7/3O/9A Type: A-COl{}t Statue: ISSUED Constr: ACOM
Addresez 227L N FRONTAGE RD WESTLocatlont 227 I n frontage rd sest
Parcel z 2L@3'L74'L3-@2@ Occ:
Deecrlption: add 1k ef, lnterlor/exterl or renodef
Use: V 1-HR
Appllcant: l{Et{DEL ALLISON
Ovner: FIRST BANK OF VAIL
Contractor: IIENDEL ALLISON
Phone:
Phone:
Phone:
Locke, HoIde,
ACTIVITY
Notlce:
and Hoticee..
See condltiona
Inepectlon Requeet Informatlon.
Requeetor: RICK
Req Tlne: @8r@@ Conmenter
Iteme requeeted to be Inepected..
OO53O QLDG-Tenp. C/O
-------drd-
Inepectlon Hlatory.....
Phonet 97@'4L8-L497
Aetion Comments
Itern: OOSIO drivevay grade finalftem: OOOLO BLDG-Footlnge/Steel
@4/LO/94 Inepector: CD
Iten: O@@2O BLDG-Foundatlon/Steel
04/L3/96 Inepector: JRI'I Actlon: APPR
O4/t3/96 fnapector: JRM Actlon: APPR
Iten: 0,85'26-PLAN-ILC S{te Plan
06/29/99 Inapector: DOI1INIC Actlon: APPR
Item: OO@3@ BLDG-Framing
Pn
Actlon: PA
APPROVED
APPROVED
APPROVED
PARTIAL APPROVAL
Actlon: APPR PENDING ILC APPROVAL
REPORT AND INFO ON CHANGES RECEIVED
APPROVED
PARTIAL APPROVAL
WITH CONDITIONS
CHASE NOT COI.IPLETE
CONCRETE SLAB
06/O9/98 Inspector: JRI{
Notes: 0N RADIUS CEILING ONLY
06/L2/98 Inepector: CD
Notee: ENGINEER'S INSPECTION
Item: @A@5O BLDG-Ineulatlon
@6/L6/9A Inspector: JRll Actlonr APPR
Notee: APPROVED UPPER AND LOWER FLOORSItern: O@O6@ BLDG-Sheetrock Nall
O6/L9/98 Inepectorl JRI{ Actlon: PA
Notee: 1ST FLOOR ONLY
06/23/9A Inepector: JRll Actlon: APPR
Notesr FfNfSH WRAPPING COLU}INS, I'IECH DUCT
ftenr @@@7@ BLDG-tllec.
@3/OA/98 lnepector: CD Actlont APPRItemr @@69@ BLDG-Flnal
Itemr OO53@ BLDG-Tenp. C/O
Itemr @@531 FIRE-TEI{P. C/OItem: @@332 PW-TEI'IP. C/O
Iten: @0533 PLAN-TEl'tP. C/AItem: 0@537 PLAil-FINAL C/O
frla sufra'zf ,az/r'7424?
REPTISl
A9lo,3lgB O7:54 REOUESTS
TOHN (JF VAIL, trOL0RADO
FOR INSpECTION hIURK SHEETS FOR: 9/ SlgB
PNEE 5
HREA: CD
Activity: 897-843S 9/ 3/98 Type; A-trOllFl Status: ISSUED Constr:..
Address: ae71 N FRONTAGE RD,
Loeation: r?fl71 n fionta{'e: rd
Paree 1 : E1O3-1 l4-LS-OeO Use: U l-HR
Deseription:
Appl icant :
Owner:
Contractor:
add lk..sf. interior/exterior retod
ftfENDELcr-LrSOnl, i io i
Oce:
el
Fhone:
Fhone:
Phone:
Locks, Holds, and
ACTIVITYNotice: See
Notiees....
cond it i on s
Inspection Request Inforration.....
Requestorr RICK
Req Tirel Ol:@ Eorrents:
Iters requested to be Inspected...
Phone r 418-14i7
Action Corrent s Tire Exp
Inspeetion History.....
It,er: OOS1O driveway grade final
Iter: OOO1O BLDE-Footinqs/SteeI
0,4ltolg& Inspector: CD Action: APPR APPRtrVED
APPROUED
AtrPROVED
APPROVED
PARTIAL APPROVALAction: PA
Action: APPR PENDING ILtr APtrRtluAL
REtrORT AND INFB T]N CHRNGES RECEIVED
RPPROUED
FARTIAL RPPROVAL
I.IITH CONDITIONS
CHASE NOT COI{PLETE
PHASE II EAST SIDE
CONCRETE SLAB
Iter : o,o,o,?O BLDG-Foundat ion/Steelg.4/t3/99 fnspeetorr JRltl Flction: APPRg4/I3l9S Inspector: JRM Aetion: AtrPR
Iter: SelSPO PLAN-ILC Bite trlang6/?9/98 Inspeetor: D0ftlINItr flction: APPR
Iter: OOO3O BLDE-Frarinq
o,6/A9/99 Inspeetor: JRltl
Notes: tlN RADIUS CEILING ONLYg6/le/96 Inspector: CD
Notes: ENGINEER'5 INSTECTIIJN
Iter: O0O5O BLDG-Insulation
0l6/t6/9A Inspector: JRltl Action: APtrR
Notes: AtrPRtlVED UppER AND LOl.fER FLOORS
Iter: 0A060 BlDG-Sheetrock Nail
8b/19/SE Inspector: JRltl Action: PA
Notes: IST FLOOR trNLY
UbteSlgE Inspectorl JRltl Rction: APPR
Notes ; FINISH tfRAppING trOLUl4l.lS' DIECH DUCTgBllL/gE fnspector: CD Action: APPR
Iter : o,ol070 BLDG-ltlisc.
05/0.8/98 Inspector: CD Action: AtrPR
Lt-e-e:--&8&a0 BtDG:F i n a I
Iterr OO53O BLDG-Terp. trlO
lA7 l3O/9A Inspector: ART Action: trPFlt See notationl
Notes: TGO ApPROUED CONTINGENT UPUN ELECT FINAL' PLANNINB APtrR.
Iter: OO531 FIRE-TE]I|P. C/O
Iter: OO53a PH-TEI{P. ClB
Iterr 60533 PLRN-TEIIP. Cltr
Iter: OO5:17 PLAN-FINAL ClO
REPTIS1 TOHN OF VArL, COLORADO PRGE 6
69/o,3/98 O725,4 REOUESTS FOR INSFECTION IIORK SHEETS FtlR: 9/ 3/9A AREA: CD
Iterr OO53B FIRE-FINAL C/O
Iterr OO539 PI|-FINAL C/O
Iter: O054O BLDG-Final tr/O
ri- ?tqn$(5€
nmf n"--stNZ XJ Obr"^U. \-/
..Pu*tr Vfi;:_+*t;:t
("re\r'e
REPT131 legud( inll,I ao^&tr
c2-05-2o01 lnspection Request Reportinq Page 8
8 09 am V;ril, Co'- City Of -
Requested lnspoct [Ho: I onday, February 05, 2001' Assbned To: PLAf,INING
Inspection Type: PLAN
lnsoection Ar'ea: CD
SiIe Address: 2271 II FRONTAGE RD WEST VAIL
2271 n fiontage rd west
A/P/D Information
Activirv. 897-0430 TvDe. A-COMM
Const Tw6: Occuoar'cv'Paicel: 210311415020
AoDlicant: MENDEL ALLISON
Cortractor: MENDEL ALLISON
Owner: FIRST BANK OF VAIL
Descnption: add 1 k sf ,interior/eKerior remodel
Nbtice: WAITING FOR PLANNING APPROVAL - CHARLIE
Notlce: Slot 48 - DOMINIC
Noticc: See conditions - DOMINIC
lnspectlon Hlstorv
Itcm: 90 BLDC-Final
Comments: ADDTL
BLDGTeTnD. C/OJL; I ernD. (,/u ((
07n0€8 Inspector AR
(Optionall " Approved *
RT Ac,tion: APPR APPRoVED
Comments: Seenotation:
Run Id: 376
Sub Twe: ACOMlJse: V 1-HR
Slalus:
lnsp Area:
ISSUED
CD
Item. 510 drives€v orade frnal (ootionai)
rtem. l0 BLDGF6oI'nos/Steel (Ootional) " ADDroved '*
041019{ Inspector: CD' Action: APPR APPROVED
comments: APPROVED
Item: 20 BlDGFoundation/Stc.l (ODtional)
04113198 InsDector: JRM Action: APPR APPROVED
Comments: APPROVEO
04/13198 lnsoector: JRM Action: APPR APPROVED
Comments: APPROVEDItem: 520 PLAN-ILC Site Plan /Required\ " AFproved *
ffi129/98 lnsoec'tor: DOMiNIC Aclion: APPR APPROVED
Comments: APPROVED
riem. 30 BLDGFramno {Ootronal) *' Aooroved "
06/09/98- lnsoector: 'JRM Action. PA PARTIAL APPROVAL
Comments: PARTIAL APPROVAL
06/09198 Insoector: JRM Aclion: Co CERTIFICATE oF oCCUPANCY
Comments: ADDTL COMMS - ON RADIUS cElLlNG oNLY
ObhZgg lnsoeclor: CD Action: APPR APPROVED
Comments: PENDING iLC APPROVAL
06/1:/98 Inspector: CD Action: CO CERTI|LCATE qF OCCUPANCY
COMMCNfS: AD.DTL COMMS _ ENGINEERS INSPECTIOI.] REPORT AND INFO OIJ CHAFJGES RECEIVED
Item: 50 BLDGlnsulatlon (OFtlonal) * Approved "06/16/98 lnsDeetor: JRM Action: APPR APPROVED
Comments: APPRoVED
06/16/98 lnsoector: JRM Action: CO CERTIFICATE OF OCCUPANCY
Comments. ADDTL COMMS. APPROVED UPPER AND LOWER FLOORS
Iten^: 60 BLDG-Sheekock Nail fOotional) * Aooroved *
06/19198 Inspector: JRM Action: PA PARTIAL APPRoVA.L
Commerts: PARTIAL APPROVAL
06/19/98 InsDcctor: JRM Action: CO CERTIFICATE OF OCCUPANCY
Comments: AODTL COMMS - iST FLOOR ONLY
06123/98 lnsDectcr JRM Action: APPR APPROVED
Comments: WITHCONDITIONS
06123/98 lnsDec{or: JRM Aclion: CO CERTIFICATE OF OCCUPANCY '
Comments: ADDTL COMMS - FINISH WRAPPING COLUMNS.MECH DUCT CHASE NOT COMPLET E
08/11/98 Insoector: CD Action: APPR APPROVED
Comments. PHASE il EAST SiDE
Item. 7C BLDGMisc. (ODtional) 't ADDroved '*
05/08/98 Inspertor: ' CD Action: APPR APPROVED
Comments: CONCRETESLAB
( Requiredl '. apprwed '-
Requested Tlme; 08:00 AM' Phone:
Entered By: JMONDRAGOI.I
#S II'JSTALL SIGNAGE FOR RESTROOMS
09/03/98 Inso€ctor: CD Action: APPR APPROVED
'mments: PENOING P.W&PLNG APPROVAComments: PENOING P.W&PLNG APPROVA
09/03i98 insrector: CD Action: CO CERTIFiCATE OF OCCUPANCY
Comments: ADDTL CO}"4MS - INSTALL STREET ADDRESS #S IIJSTALL SIGNAGE FOR REIItem: 530
It€m: 537 PLAN-FINAL
REPT131 Drrr' Trl . 21 A
02-05-2001 Inspection Bequqgt B P:na Q
Comments:COMMS. TCO APPROVED UPON ELECT , PLANNING APPR.
Item: 537 PLAN-FINAL C/O loptional)
Item: 539 PW-FINAL C/O (Ootronal) *'Approved *'
09/08/98 lnspector: TP Action: APPR APPROVED
Comments: APPR NO CORRECTIONS
o
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ROEERT B, HUNNES
DAVID IV, HOUDESHELL
THOMAS S sO€LT
IVARK C. CORMIER
MICHAEL R. HOPE
THOMAs P. SKINNIR
CHARLES 8 WILKERSON
Structural Calculations for
l stBank West Vail
Vail, Colorado
(JVA Job No. 7649)
Prepared by:
Reviewed by David M. Houdeshell, P.E.
J'I e 0 897
orfidHdbpv
JVA, TNCORPORATEO 13r9 SPRUCE STRErr, 80U[DER, COTORADO 80102 103 444.1951 303.444.1957 FAX
JVA, TNCORPOnATED 4710 SOUTH COTLEGE AVE, SUITE 112, FORT COLLTNS, COLORADO 80525 970.22s 9099 970.225.6923 FAX
e-mail: jvaiva@aol <om
C. Cormier, P.E.
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T;;;;;nDEn. co.'MDo 80302 47ro sourH c0..E6E ou,rur, l'r, roRI cor,uNs, coLoMDo 80525
303.,144.1951 . 303.4,14.1957 tfi 970.225.9099 . 970.225.59?l tN(
BY fulA- D,riE r'5'27'77
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PREUM
s61p1- P*F
-r, ,i <z?Awm t-4ehl_-_-
I
:
:
l
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IT':
IL_l
If--
f-- .
2o.216 4 /vl7',igde.= 20 ftF
2hr anetet N /h^ stat Eac = fu
/,rlsr,Ana - /,0 ptP
t/anrs 4 #A^M -2o Nr
kle"+t { nt*: 2.o ?st: /.e f*
€urat*e <eu-oa= /bptc
?DL= fu,b f*, (e) tL. 2F ,O
, Duo:
P1F
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fuA+- 11,+l-'
5v= 1'1 ,^t>
A,L= //a@- d,l , I*- 8,*/a,5=fr,> ,,tt. ---> Ntzxl+
N - b(4,a'Yta + P) + (a.a')(ta) = 41e 2q
_1,9
_ lrl+@a.a)= 17,4L' , /4'(a b)- 2q,aL
ay- t4.7 ra)
An-/x,o: o,s+!': Ip-= 7/,t t'r+* ltllrzL-
Lva' graal- @-be (*sv,,v, No Danaa *toa),(E)LL=a5ft
htw rrta^) - 114_+tE (€) irto*t - %-_
tpa*= .Za,o'
Nt- i GtYza'+ 4)' 4b- r+ , A= 42 l,-
*t11+ - /a(ai, k42)^ 2ta L,
5r- 1Q.5 r^t'
fr-=,?!tu>(a d(ae)- 7h2 t,J+, A77'//vo-
4 ,***4J --+ NlZx t+
fu dfe+zod--,alzx t4
? - /2 O).5' )(4 )(zE + b)= 1, t k-
pz- tz (1o."') (4 4 (n + p1 = a.4 k-
Ieb
+0.,
o,b1' -" a,{=""
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301.444.1951 . 303.444.1957 fr',\970.225.9099 . 970.215.6923 ffu
JoB* 1bffi SHEET# PE OF
By he o^rE ob,//.17 plorEcr /trh^lL W23T VAIL
, fu= 2af? , l-L* b0 l*
cLfENr Adrs P nn* 44u* A*p
/2? l+- /6t
@ 9ro
o 2'-O
---> A$<,t",1^t.t, 6h x /b/ z--
y'114 <7a$t-
- Ass*v^t1 € x
litr ,4 -
+ Arsut*yt- b" x /6
tlkx <P- --
1p o /A"
It,z'
ll
tr
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ttD
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Nt* /z(a-)(z)(zo* u)-. lb7-r
oJ z. /z (7' e) (e) (zo + toS- l,-
/7btJ
Ao 6.*'+1- Z//x-: al?o
,f- (a.er/6,*(z.e-Ean4
M'(o a)= ).4t: , M*(a a.6)- 7.4V
-----> N/Zx ft
t =(z(4.+') +z.o)(p+ b)= +2i p*
i,,
I
-i- ',I
l
Eefrezl, y'rto*q O".r lb qap t?. .@ 2:A(l)
" N7- fz)G14 4 - 2b P.;--
ftlauatr
fVlr<t
A?Aa
Sfd*\ t
'A?>>t4\':
-- clox fo.6 Ar (a1)' d,r/
ffi 4 ;::fffiu,DrR. coLoRAm 80,02
(oriluLrm Inu<rur^r ncrilrr! 301.444.1951 ' 303.444195i F,
av A/Lcc oarc oo'//.17 paoreq /arh'vp NEsr
CHKD BY
-
DATE
&'ve,
(2c>>
N JVA IiICORPORATED
17ro sorJTH aouro, orrnrr, fl12. toRT co.rNs c.roRADo soszs
970.225.9099 . 970.225.6921 fAX
Joe* 1b4n sHeEr* A) or
PREUM
,- P- +'l
1,/q -.f1a'')+ + o)/zo + *) ^ 6qa at-e
--l
| "1yl ,I _s.aI z.e' I z"' I
M-(a a)- l+,ai ----> Nb,(tA An(onr)=
Dnn P nnat G*uE P-ep
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P-or
Wr.- (.laXzql //a) = 5lo p*
?PiA+ - 22,61-' , ap- //.2 /nt)
At- //ta. g.67" , Ip_- E),2 6*
--> NIL* 11
?, b.(7q)(.1,c)(2o+4) - l5e
Ny- €]a lcr
7Pl,t\4 = /b.oLt , jf - b,a lt'
Att= //o*= d.h/n, Iv= 62.a nt4+ alzx t+
1N+ = 1,61'-
% iltrst*l + NtZxl4'I
b, t4sp,ano.,) ---t Ul2x/4
i
+ N/bx ?6
14,= (l.a(za)- la
,.LJ_
b,rP=4.
--l'
121
I+d,b'
r=-_Z?=11+r'b' o''l
l-l
-,t--i-
N- b1,^ecaba).=515,*ffi,,I >., tr >+ I.4ae gbty+= 17,+tt , 1p-:6.7 ^t.'
Nt'4bP*
N=41o
Unfi =- a'bl
4rr'(ts) - 4'5b'- //5ac
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JOB *
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970.22 5.9099 . 970.225.6923 f,rv\1(ffi sneEr* ,(* op
PREUM
FINAL P+
v4
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a)'4e,oL , rl1'(o oS^o1e t,
4y=,
Ato J/rp- d.#,'ad>- l4t,a4
:il,LlulXn+io)= roiPr
;,1 "- 12 (s,q) (ta+ ia) = 12
/tl+(a Aa)= b.bh-, /vl'(o 6)s 5b0.8
-'- -> lfu E36l€D t /4tt4t4l,Asr,t*, ,(q s 1a', 9F- 2XZ u,t'
Apo +.lsotl tsAJ<e b?Et A''-,14,n, 0.11, h-? tt+/al>- :':thu,!
Ptaurz$Wl2xz?' :, .
'2r2?. nppor,ra: 254 n'---> EeevEE> BEI^)F. dF -TbP fl)ie
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\IAED 76LY2xr+
h/rfitr,rl b'.O oC aPtwrt:J
COMPOSITE SECTION
28-May-97
h=
h-yc=
yc=
v
155
10.
12.31
5.223
7. 08
Ay
844
. 30715
ob#
Name
Engr
A(y-yc) ^2
5. 63
22.94
0. 00
0.00
0. 00
0.00
7649
FIRSTBANK W
MCC
Io
156.00
0.77
0 .00
0 .00
0.00
0.00
156.77
185.33 ,
35. 48/
26. 15
fl
1
2
3
4
5
6
SHAPE b
wr2x22'ts2x2xt{
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
Sums
h
b
d
A
v
yc
Io
r
A
0
0
0
0
0
0
0
0
0
6 .48
1 .59
0
0
0
Total height f conposite section I conp
.07 57.19155 .56
Width of r tangle Stop=Sbot=r=height rectangle
shape
tance
ent of
of shape centroid above base
of compositq centroid above base
inertia of shape about its centroid
gyrationRadius of
.792
I
I ffi 4:ffi[f.*DER,co.o*Do8o3o2
cHKD BY lla- oArE &'/1.q7
;-_.- .
:,., FEz'
'\
COMPOSITE SECTI
28-May-97
SHAPE b
w16X31
DBL TS?X?XI+
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
Total
width
101.444.1951 . 301.4,14.1957 trU
JOB #1t4
t
ffi ffiT:Tl*r*O 12. ro*r cor.ur.ri cor.o*Do 80525
970.125.9099 . 970.225.5921 tU(o$ur,auG trtu(tuart ticrIIrt
SHEET# E5 OF
av //,ta oerc E2b47 paoteq /-htn Nct VAtt-PREUMr]
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NI
A
9.L2
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[=
h-yc=
yc=
v
7.94
14 .44
Ay#
1
2
3
4
5
6
0
0
0
0
0
0
Dis tance
Di s tance
Monent of
Radius of
.9192
0
0
0
0
73 .86
0. 00
0. 00
0. 00
0. 00
0
0
0
0
0
0
1 .53
0. 00
0.00
0 .00
0 .00
SSum
h
b
d
A
v
yc-
40
376. 53
476. 15
76.07 (
49.49
6.222rof shape centroid above baseof composite centroid above baseinertia of shape about its centroidgyration
lrt+(e t,+) = l4z tvt
,
Assr,"r 4=+.o',
la- (o b) - t4t t-'
3e-- 7o'5 t,'l'
\l>.lba
rwat PaaP
tlz.2o.c'(b*6?)- tbe
l,|+(o b.a)=.71.rr,, h'(o L)- lt4 t:
At:r*u ,Lt 3 4'a', ar- 61a it)
r2.3 11&99. 62t of composite section I comp =rectangle top =hei 'of .rectanglea of shape
N,=2t,0'(try+ u)- 2lx r+
t1.z' b
-* bg+u Wra+}it> PUSnaat, ./
4w >"nu ra-r!,\q, b?A€t
NrctN /'a ar 4urt,t
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p_&ueFt Ntt xle
PEaot@q
W-frfi^j
NEt-ry;5
15.88
6.260
9 .620
PAIF oF 'rt?,,,+,o4 b
T92xZx 4 Ea'.A tlE
# 7649
Name FIRSTBANK WEngr MCC
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JAt 2 0 19S8
OFFICECOPT
lstBANK OF' \,InilST \AXL
VAIL, COLORADO
PRoJEcTM$NUAL
JIIIIE 20, 1997
ARCIIITECT PROJF.CT NO. 96265.00
ARCHITECT:
Davis Partnershi.p P.C., Architects
1775 Sherman Street, Su;te 5100
Denver, Colorado E0203
G,4RY M., A04ics
E-i0j5
rov" c0|||lvl, OErl, t)Ep I E?t-opoVenA
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lstBANK OFWESTVAIL
VAIL, COLORADO
PBOJDCT NO.96265.00
PROJECTMANUAL
JTJNE 20,1997
DAVIS PARTNERSHIP P.C., ARCHITECTS
17?6 Sherman Street, Suite 3100
Denver, Colorado 80208
Otu.1U
@ilEe.;/ \-,
*l ADAMS l*
GARY M.
ADAMS
B-10L5
ffitr@
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rABLE OF CONTENTS
FOR
lstBJAI{K O8 IIEST \TAIL
vArL, COLORADO
June 20, 199'7
PROPOSAL REQUIREMENTS
Pre-Proposal Information
Instruction to Bidders
Supplemental- Instructions
to Bidders
Proposal Form
CONDITIONS OF THE CONTRACT
General Conditions
Supplementary Conditions
Agreement
DIVISION ].
EY-T
ArA A701, l-987
src-1, SrC-2
PF-1, PE-?, PF-3, PF-4
ArA A20l-, 1987
sc-1, SC-2, SC-3, SC-4, SC-5
AlA A101, 1987
SPECIl.ICATTONS
01010
01026
0102'7
01030
01035
01040
0104 5
010 95
012 00
01300
014 00
0 r_500
01600
01531
017 00
01740
Summary of Work
Unit Prices
Applications for Payment
ALternates
Modification Procedures
Project Coordination
Cutting and Patching
Reference Standards and Definitions
Project Meetings
Submittals
Quality Control- Services
Temporary Facil-ities
Materials and EquiPment
Product Substitutions
Project Closeout
Warranties and Bonds
# *"KRd
*l _ ADAt\4s l*
GARY M.
ADAMS
B-i015
St'frRt!
96265.00 - 1
DIV]SION 2
02110
02200
02205
02217
02222
02223
02510
02520
02 900
DIVISION 3
03300
DIVISION 4
Not Used
DIVISION 5
05120
05220
0 5310
054 00
05500
DIVISION 6
06100
06402
DIVISION 7
Site Clearing
Earthwork
Soil- Materials
Rough Grading
Excavating
Backfilling
AsphEil-tic Concrete Paving
Portland Cement Concrete Pavinq
Landscaping
Cast-In-PIace Concrete
Structural Steef
Steel Joists and Joist Girders
Steel Deck
Cold-Formed Metal Framing
Metal Fabrications
Rough CarpentryInterior Architectural Woodwork
Bituminous Dampproof ing
Building Insulation
Exterior Insulation and Finish
Manufactured Roof Panels
Sing1e-P1y Membrane Roofing
Flashing and Sheet Metal
Roof AccessoriesJoint SeaLants
Systems - Class PM
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07150
072]-0
07242
07 Att
07 530
07 600
07720
07 901
6s%
GARY M.
ADAI\,lS
-1016
Uffi:nr\D
95265.00 - 2
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DIVISION 8
0 8111
08211
08410
084 50
08710
08800
08830
DIVISION 9
09255
09262
0 9300
0 951r.
09680
09900
09950
D]VISION ]-O
10155
L0522
108 00
DIVISION 1].
tt452
DIVISION ].2
Not Used
DIVISION 13
Not Used
DIVISION 14
Steef Door and Frames
Flush Wood Doors
Aluminum Storefronts
Automatic Entrance Doors
Door Hardware
Glazing
Mirror Glass
Gypsum Board Assemblies
Gypsum SheathingTile
Acousticaf Panel Ceilings
Carpet
Painting
Wal1 Coverings
Toilet Compartments
Fi-re Extinguishers, Cabinets,
Toilet and Bath Accessories
and Accessories
Residential Appliances
GARY M.
ADAMS
B-101 5
D--nntD
Not Used
9626s.00 - 3
DIVISION 15
15 010
15045
t 5060
15250
15400
155 50
15800
l_5 900
1s990
DIVISION 16
General Mechanical Reguirements
Mechanical Rel-ated Work
Pipes, Valves and Piping Specialties
Mechanical Insulation
Plumbing
ELectric Heating TerminalsAir Distribution
Temperature Control Systems - El-ectric
Testing, Adjusting and Balanci-ng
General Provisions
Basi-c Materials and Methods
Empty Raceway Systems
EfectrlcaL Systems
Exterior LightingElectrical Completion
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16010
16100
r.6103
r.64 00
16410
16900
96265.00 - 4
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lstBANK OF WEST VAIL
PRE-PROPOSAL INFORMATION
PRE-APPROVED AND PRE-SELECTED CONTRACTOR:
Mendel-Al-lison Construction Co.
1165 South Pennsylvanj-a St.
Denver, CO 80210
(303) 778-116s
(303) 744-ll14 EAX
Cliff Shumway
PRE-PROPOSAL INFORMATION
PP-].
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I By reference herein,
AIA Document A701 Instructions to Bidders Fourth
Edition AIA 1987
t is hereby made a part of and is incorporated and j-ncluded by
reference into the Contract Documents for,
I lstBank Of West Vail-
I Architect Project No. 96265.00r
I although said AIA Document is not bound within this Project
I Manual, issued June 20, 199'l .
I
I A11 terms and conditj.ons as stated in above-referenced AIAr Document appfy to and are applicabLe to, in their entirety, the
Contract Documents as if bound withi-n this Project Manual .
I
Any and all Supplemental Instructions to Bidders, as included in
I this Project Manual, are applicabte to the referenced AIA
t Documenc rrsceci above.
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lstBANK OF WEST VAIL
SUPPLEMENTAL INSTRUCTIONS TO BIDDER
GENERAL:
I Proposal for furnishing all Labor and material-s for the lstBankf of West Vail-, Vai1, CoLorado.
Submi-t and seal- the proposal in an envelope addressed to the
Owner and plainly marked on the outside of the envelope with the
name and address of the bidder, and project name. All- proposals
and documents submitted shaLl- be submitted with four (4) copies
of each item.
If a bidder submits his proposal by mai1, he sha1l enclose the
above described seal-ed envelope, in a second envelope addressedto the Owner and having the bidder's return address in the upperleft-hand corner. The Owner will not be responsible for the
premature opening of a proposal which is not properly addressed
and identified.
Bids will be analyzed on the basis of cost. performance
characteristics, compatibility with the design criteria, andschedule. The Owner reserves the right to reject any or al-l bids
and to waive formalities and irregularities. No exceptions,exclusions, gualifications shall be accepted with the proposal,
all clari-fications shall be made bv the Addenda Drocess.
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QUESTIONS:
AJ-l questions shal-l be directly
lnterpretations and replies to
will be mail-ed or delivered to
issued Addenda to the contract
the contract.
to the Architect.
questions of the propose documents
the Contractor of record as duly
documents and will become part of
Address all questions in writing (through mail or FAX) to:
Mr. Craig Dunham
c/o Davis Partnership P.C. - Architects
1775 Sherman Street, Suite 3100
Denver, Colorado 80203
Telephone: 303/861-8555Fax: 303/86L-3027
Questions wiLl not be answered directLv
SUPPIEMENTAL INSTRUCTIONS
SIC-1
over the phone.
TO BIDDER
EXAMINATION OF PROJECT SITE:
Prior to submitting proposals for this project, the contractor
shall- have examined the site to determine existing conditions
under which he will be required to work or that will affect the
work under his contract. No allowances will- be made for any
error or negli-gence in determining these conditions.
ADDENDA:
Any addenda issued during the time of negotiation shall be listed
on the proposal form in the space provided. Failure of the
contractor to receive any Addendum shal-I not release the
contractor from any obligations under his proposal, provided said
addendum was sent by U.S. Mail to the address furnished by the
bidder for transmittal of U.S. Mail.
INTERPRETATION OF QUOTED PRICES:
1n case of a difference in written words and figures on the
proposed form, the amount stated in written words shall- govern.
DELTVERY:
lhe contractor is responsibLe for del-ivering his proposal- at the
proper time and to the proper place. The mere fact that a
proposal was dispatched will not be considered. The contractor
must have the proposal actually delivered.
COORDINATION OF WORK:
A11 prime Sub-Contractors for work defined by individua]
Specificatj-ons sha11, jointly and separately, coordinate their
various sections of the work as to instal-lation procedures, shop
drawings, and final installation of all related rnaterials.
Responsibility for enforcing coordination requirements will rest
solely with the contractor.
END OF SUPPLEMENTAL INSTRUCTIONS TO CONTRACTOR
SUPPLEMENTAL INSTRUCTIONS TO BIDDERsrc-2
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lstB]A}IK OF I|EST VAIL
]-stBANK HOLDING COMPANY OF COLORADO
L2345 West Colfax Avenue
Lakewood, Colorado 80215
TO:
FROM:
Operating as (strlke
individual, a Company,
the law of the State of
or a Proprietorshi-p, a
Bidder
Address
ait-rr./qfeiavrel/ veEvv
out conditions that do not apply) an
a Corporation organized and existi-ng under
Joint Venture consisting of
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BASE PROPOSAL:
The undersigned hereby decfares that he has carefuJ-]y examj-ned
the Project Manual, all bidding and construction documents, and
hereby proposes and agrees to provide aLI coordination, labor'
materialsr plant, equipment, transportation and other faciliti-es
required to execute al-I the work described by the construction
documents for the lstBank of West Vai] for the lump sum of:
Dolfars (9
ALTERNATES:
I / We Wl- I -L
substitutes
L. Providefor the
incfude the following alternates as specified
for the additional- costs Listed:
and install all casework shown on Interior drawinqs
Lounge and Teller Line.s Add
($ ) Deduct
PROPOSAL FORM
Provide and install aLL carpet and resilient base shown as
"bv Owner" on Interi-or Finish Plans,
Add(9 ) Deduct
floor tile shown as "by
$ Add
Provide and instaLl the Pedimat :-n
"by Owner" on Interior Finish Plans.
(9 ) Deduct
the Vestibule shor'rn as
Add($ ) Deduct
UNIT PR]CES
Provide and install all rubber
Owner" on Interior Finish PLans.
1. Rock Earthwork Excavation
2. Subsoil FiIl Type 51
3. Subsoil FiII Type 52
4. Additional SubsoiL Excavation
5. Riprap6. Asphalt Pavement Binder Course
'7 . Asphalt Pavement blearing Course
8. Asphalt Pavement Installation
9. Portland Cement Concrete Materiaf
10. Portland Cement Concrete Pl-acement
11. Additional Required Caisson Depths
14. Additional Required Caisson Casing
ADDENDA ACKNOWLEDGEMENT :
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2.
$-perI per
$ per
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$ per
I per
$-per$ per
per
$ per
I per
Per$-Per$ per
cubic yard.
cubic yard.
cubic yard.
cubic yard.
square yard.
square yard.
square yard.
square yard
inch thick.
cubic yard
square yard
inch thick.linear foot.Iinear foot.
The undersigned acknowledges receipt of the following addenda:
Date of AddendumAddendum Number
NOTICE OF ACCEPTANCE
The undersigned agrees that upon acceptance of his proposal, he
will execute a contract with the Owner and wi-11 deliver' if so
requested by the Owner, insurance as may be required by the
Specifications and other Construction Documents.
PROPOSAL FORM
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CONSTRUCTION SCHEDULE :
Contractor to
I,/WE agree to
complete all
RETAINAGE:
identify
commence
work on
proposed start
the work on
and completion dates.
,1997 and
bv the Owner until theA retainage of 5? shall be maintained
project is satisfactorily completed.
CONTRACTOR' S SUPERINTENDENT:
I,/WE submit the following name of Mr-
consideration to perform the duties of
Superintendent for the Work under this Contract '
for
-t ^Contractor'sI/wE wiIl
submit a qualification resume of the above-named person upon
request of tne Owner. I/WE acknowledge the right of the Owner to
accept or reject the above-named submitted for Superintendent'
SUBCONTRACTOR LISTING :
The undersigned contractor proposes to subfet the following work
and does hereby certify that -the below listed names have full
knowledge that they have been offered as manufacturers and/or
Subcontractors for the Work under this Contract, and the
Contractor further certifies that these manufacturers and/or
subcontractors have consented to listing their names herein.
ltem of Work
Name and Address of
Subcontractors
Concrete
Ma qa\n r\t
Steel- Structure
Roofing
Mechanical
Electrical
Landscape
PROPOSAI FORM
PF-3
GENERAL STATEMENT:
The undersigned has checked alI of the above figures, and
understands that the Owner, Architect and consulting engineer
wiLl not be responsible for any errors or omissions on the part
of the undersigned in preparing this proposal.
In submitting this Proposal, it is agreed that this proposal may
not be withdrawn for a period of ninety (90) days from time of
nrran i n rrvtJv.|5..l:'
The undersigned declares that the person or persons signing this
proposal is/are fully authorized to sign on behalf of the firm
fisleO and to fully bind the firm listed to all the proposafrs
conditions and Provisions.
It is agreed that no person or persons or company other than the
firm listed below or as otherwise indicated has any interest
what-so-ever in this proposal or the subcontract that may be
entered into as a resul-t of this proposal and that in all
respects the proposal is legal and firm, submitted in good faith
without collusion of fraud.
It is agreed that the undersigned has complied and will comply
wlth atl requirements of local, state, and national }aws, and
that no legal requirements have been or will be violated in
making or accepting this proposal, or in the prosecution of the
work resuired.
Respectfully submitted' this
day of , t99'l
(Firn Name)
(Address )
(Signature )
(Name Typed)
(Tir1e )
(SEAL IF CONTRACTOR IS A CORPORATION)
PROPOSAL FORM
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I By reference herein,
I AIA Document A201 . General Conditions of the Contract forI Construction Fourteenth Edition AIA 1987
I is hereby made a part of and is incorporated and included by
reference into the Contract Documents for,
lstBank Of West Vail
Architect Project No. 95265.00
I although said AIA Document is not bound within this Project
I Manual, issued June 20, 1997.
I
I All terms and conditions as stated in above-referenced AIAr Document apply to and are applicable to, in their entirety' the
Contract Documents as i-f bound within this Project Manual .
I
Any and all Supptementary Conditions, lncluded 1n this Project
I :;:;:i' are appl:-caute to the referenced ArA Document listed
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lstBANK OF WEST VAIL
SUPPLEMENTARY CONDITIONS
The following supplements modify the "General conditions of the
contract for construction, " AIA Document A20I , Fourteenth
Edition, 1,981 . Where a portion of the General Conditions is
modified or deleted by these supplementary conditions, the
unaltered portions of the Generaf conditions shalI remain in
effect.
ARTICLE 2; OWNER
Delete Subparagraph 2.2.5 and substitute the following:
2.2.5 The Contractor will- be furnished free of charge 15 copies
of Drawings and Project Manuals. Additional sets wil-l be
furnished it tne cost of reproduction, postage and handling'
ARTICLE 3; CONTRACTOR
3.7.1.1 Additional- Permits and Fees
Owner will apply for and pay fees to the appropriate entlty for
tap permits -and environmentll impact permits due to water and
sewer connections, if any. owner will pay the amount of fees or
charges required bY the utilitY.
ARTICLE 7: CHANGES IN THE WORK
'7.3 Construction Change Directives
'7.3.6 In the first sentence, deLete the works "a reasonable
allowance for overhead and profit" and substitute "an allowance
for overhead and profit ln accordance with clauses 7.3.10.1
through 7.3.L0.6 befow."
Add the following Subparagraph 7.3.10 to 7'3:
7.3.10 In Subparagraph ':.-3.6, the allowance for the combined
overhead and profii incfuOed in the total cost to the Owner shall
be based on the following schedule:
.1 For the contractor. the work performed by the contractor's
own forces, 15 Percent of the cost'
For the contractor, the tlork performed by the contractor's
Subcontractor, 10 percent of the amount due the
Subcontractor.
SUPPIEMENTARY CONDITIONS
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.3 For each Subcontractor or Sub-subcontractor involved, for
hlork performed by that Subcontractor or Sub-subcontractorrs
own forces, 10 percent of the cost.
For each Subcontractor, for Work performed by the
Subcontractor's Sub-subcontractors, 10 percent of the amount
due the Sub-subcontractor.
Cost to which overhead and profit is to be applied shall be
determined in accordance with Subparagraph 1.3.5.
In order the facilitate checking of quotations for extras or
credits, all proposals, except those so minor that their
propri.ety can be seen by inspect5-on, shall be accompanied by
a complete itemization of costs including labor, materials
and Subcontracts. Labor and materials shall be ltemized in
the manner prescribed above. Where major cost items are
Subcontracts, they shall be itemized also. In no case wilL
a change involving over 91000 be approved without such
itemization.
ARTICLE 11; INSURANCE AND BONDS
11.1 Contractor's Liabilitv Insurance
1-1.1.1.1 Delete the semicolon at the end of the Clause 11.1.1.1
and add:, including private entities performing Work at the site
and exempt from the coverage in account of number of employees or
occupation, which entitl-es shall maintain voJ-untary compensation
coverage at the same limits specified for mandatory coverage for
the duration of the Project;
Ll-.1.1.4 Delete the semicolon at the end of Clause l-1.1.1.2 and
add: or persons or entities excluded by statute from the
requirements of Clause 11.1.1.1 but required by the Contract
Documents to provide the insurance required by that Clause;
11.1.1.8 Liability Insurance shal-L include all major divisi-ons Iof coverage and be on a comprehensive basis including: !
1.
2.
4.
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Premises Operations (including x'C and U coveraqes as
applicable)-
Independent Contractorrs Protective
Personal lnjury Liability with Empl-olrment Exclusion deleted.
Contractual, including specified provision for Contractor's
obligation under ParagraPh 3.18.
Owned, non-owned and hired motor vehicle.
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Except for Worker's Compensation' the Owner, Architect and his
consuLtants shall be additional insured on the above liability
r-nsurance coverage.
SUPPIEMENTARY CONDITIONS
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11.1.1.9 If the General Liability coverages are provided by a
commercial General Liability Policy on a claims-made basis' the
policy date or Retroactive Date sha1l predate the Contract; the
termination date of the policy or applicable extended reporting
period shalL be no earlier than the termination date of coverages
iequired to be maintained after final payment, certified in
accordance with Subparagraph 9.1'0.2.
Add the following Clause 11.1.2.1 Eo 17-I-2:
lL.1.2.I. The insurance required by subparagraph 11.1.1 shall be
written for not l-ess than the foJ-Iowing Iimits, or greater if
required by law.
1. Workerrs Compensation:
(a) State: Statutory
(b) Employers Liability: Statutory
comprehensive or commercial Generaf Liability (including
Premises-Operations; Independent Contractors' Protective) :
(a) Bodily Injury:
(b) Personal Injury:
(c) Property Damage:
(a) Bodily Injury:
(b) Property Damage:
$1,000,000 Each Occurrence
$ 500,000 Each Occurrence
$1, 000, 000 Each Occurrence
91, 000, 000 Each occurrence
$1, 000, 000 Each Occurrence
Business Auto Liability (including owned, non-owned and
hired vehicles):
1l-.1.3 Add the following sentence to Subparagraph 11'1'3:
If this i.nsurance is written on the Comprehensive General
Liability policy form, the certificate shalI be AIA Document
G705, Certiticate of Insurance. If this insurance is wri.tten on
a Commerciaf General Liability policy form, ACORD form 25S wifl
be acceptabLe.
ARTICLE 13; MISCELLANEOUS PROVISIONS
13.5 Tests and InsPections
Add the following to Subparagraph 13.5.3:
SUPPI-,EMENTARY CONDITIONSsc-3
Regardless of the results, the Contractor shall bear the costs
for special testing, inspection or approval caused by
Contractor's fai-Lure to comply wj-th the Contract Documents which
indicate conditions not conforming with the Contract Documents.
Add the following Paragraph to 13.8 to Articl-e 13:
13.8 EquaI Opportunity
13. 8. l- The Contractor shal-l- maintain policies of empl-ovment as
follows:
13.8.1-.1 The Contractor and the Contractor's Subcontractors
shal-1 not discriminate against any employee or applicant for
employment because of race, religion, color, sex or national-
origin. The Contractor shall take affirmative action to ensure
that applicants are employed, and that employees are treatedduring employment without regard to their race, religion, coIor,
sex or nationaL origin. Such action shall include, but not be
limited to, the following: employment, upgrading, demotion or
transfer; recruitment or recruitment advertising; Iayoff or
terminati-on; rates of pay or other forms of compensatj-on; and
selection for training, including apprenticeship. The Contractor
agrees to post in conspicuous places, available to employees and
applicants for emplolrment, notj-ces setting forth the policies of
non-discrimination.
13.8.1.2 The Contractor and the Contractor's Subcontractors
shall, in all solicitations or advertisements for employeesplaced by them or on their behalf, state that all qualified
applicants will receive conslderation for employment without
regard to race, religion, color, sex or national origin.
ARTICLE 14; TERMINATION OR SUSPENSION OF THE CONTRACT:
Add the following Paragraph 14.4 to Article 14:
14.4.1 The Owner may, at any time, terminate the Contract for
the Ownerts convenience and without cause.
l4.4.2Uponreceiptofwrittennoticefromtheownerofsuch
termination for the Owner's convenj.ence, the Contractor shaLlr I
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Cease operations as directed by the Owner in writing;
Take actions necessary, or that the Owner may direct, for
the protection and preservatj.on of the 9iork; and
Except for Work directed to be performed prior to the
effective date of terminati-on stated in the notice,
terminate alf existing Subcontracts and purchase orders and
enter into no further Subcontracts and purchase orders.
SUPPLEMENTARY CONDITIONS
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r 1,4.4.3 In case of such termination for the Owner's convenience,
the Contractor shall be entitled to receive palment from the
I ohrner on the same basis provided in Subparagraptr- lA.L.2.I
ONDITIONS
duppr.,BMsNTARY coNDrrr oNS
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I By reference herein,
I AIA Document A101 . Owner Contractor Agreement Twelfth
t Edition AIA 1987
I is hereby made a part of and 1s incorporated and incruded by
reference into the Contract Documents for,
I
lstBank Of West Valf
I
Architect Project No. 96265.00
I although said AIA Document is not bound within this Project
I Manual, issued June 20, 1997.
I
r Atl terms and conditlons as stated in above-referenced AIA
I Document apply to and are applicable to, in their entirety, ther contract Documents as if bound within this Project Manual .
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SECTION O1O1O - SUMMARY OF WORK
fAKl -L - LtIJt\ titltt!
1.1 RELATED DOCUMENTS
Drawings and general provisions
and Supplementary Conditions and
Sections, apply to this Section.
of Contract, includlng General'
other Division-1- SPecification
1a
1.3
PROJECT DESCRIPTION
The project consists of a new freestanding bank building
located near intersection of Chamonix Road and North
Frontage Road, 2271 North Frontage Road West, in the City
of Vail, County of Eagfe, State of Coforado as shown on
contract documents prepared by Davis Partnership' P.C.'
dated May 16, 1997.
The work consists of a one-story bank building' exterlor
shell, interior finishes, site and landscape work.
The Work i-ncludes concrete, steeJ-, architectural woodwork,
waterproofing, insulated EPDM roofing, roof accessories,
hardwlre, gLazlng, interior finishes and coordination'
plumbing, heating-ventilating-air conditioning, electrical
systems, lighting, and communication-alarm-si-gnal systems
coordinati-on.
CONTRACTOR USE OF PREMISES
General: Limit use of the premises to construction
activities in areas indicated.
1. Confine operations to
indicated. Portions of
construction operations
disturbed.
PART 2 - PRODUCTS (Not applicablel .
PART 3 - EXECUTION (Not appl-icable)
END OF SECTION O]-O10
areas within Contract limits
the site beyond areas in which
are indicated are not to be
SUMMARY OF WORK 01010 - L
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1.
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PART 1
1.1
A.
SECTION 01026 - UNIT PRICES
1.)
- GENERAL
RELATED DOCUMENTS
Drawings and generaJ- provisions of
General and Supplementary Conditions
Specification Sections, apply to this
SUMMARY
PART 2-
a/.\hf r...1- i nr. l rrdi nrr, rrrv4sqrrrY
and other Divislon-L
Section.
This Section specifies administrati-ve
requirements for unit prices.
and procedural-
A unit price is an amount proposed by Bidders and
stated on the ProposaL Form as a price per unit of
measurement for material-s or services that wiII be
added to or deducted from the Contract Sum by Change
Order in the event the estimated quantities of Work
required by the Contract Documents are increased or
decreased.
Unit prices incLude all necessary material, overhead,
profit and appli-cable taxes.
Refer to individual Specification Sections for
constructj-on activj-ties requiring the establishment ofunit prices. Methods of measurement and payment forunit prices are specified in those Sectj-ons.
Schedule: A "Unit Price Schedule" is included at the end
of this Sectj-on. Specification Sections referenced in the
Schedul-e contain requirements for materlals and methods
described under each unit price.
The Owner reserves the right to reject the
Contractor's measurement of work-in-place that
invoLves use of established unit prices, and to have
this Work measured by an independent surveyor
acceptable to the Contractor at the Owner's expense.
PRODUCTS (Not Applicable) .
PART 3 - EXECUTION
3.]. UNIT PRICE SCHEDULE
A. Item No. 1 - Excavation
UNIT PRICES 01026 - 1
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1.
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1. Descripti-on: Provide uni-t price for rock excavation
and transported from the site. See Section 02200.
2. Unit of Measurement: Cubic Yard.
B.Item No. 2 - Soil- Fill
Description: Subsoil FiI1 TyPe S1, removal of
unacceptable subsoil, excavation of on-site soil'
scarifying subsurface, placing and compacting. See
Section 02211 .
Unit of Measurement: Cubic Yard.
Item No. 3 - Soil FiII
1. Description: Subsoil FiI1 Type 52, supplying and
transporting acceptable structural fill material'
scarifying substrate surface, placing and compacting.
See Section 02211 .
2. Unit of Measurement: Cubic Yard.
D. Item No. 4 - Excavation
1. Description: Removal
See Section 02222.
2. Unit of Measurement:
of additionaf subsoil- material-.
Cubic Yard.
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E. Item No. 5 - RipraP
1. Descri-ption: Riprap rock as specified in Section
02275, including transportation and placement.
2. Unit of Measurement: Square Yard.
F. Item No. 6 - Asphalt Concrete Paving.
1. Description: Asphalt Pavement binder course material.
See Section 02510.
2. Unit of Measurement: Square Yard.
G. Item No. 7 - Asphaft Concrete Pavement.
1. Description: Asphalt pavement wearing course
material. See Section 02520.
2. Unit of Measurement: Sguare Yard'
H. Item No. I - Asphalt Concrete Pavement
L. Description: Asphalt Pavement instal-Iation. See
Section 02510.
2. Unit of Measurement: Square Yard per inch thickness.
I. Item No. 9 - Portland Cement Concrete Paving.
1. Description: Portland Cement concrete material.
2. Unit of Measurement: Cubic Yard.
UNIT PRICES oto26 - 2
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J. Item No. 10 - Portland Cement Concrete Placement.
1. Description: Placing Portland Cement concrete,
including finishing.
2. Unit of Measurement: Square Yard per inch thickness'
END OF SECTION 01026
I
uNrr PRrcEs 01026 - 3
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SECTION OIO27 - APPLICATIONS FOR PAYMENT
PART
1.1
A.
1 - GENERAL
RELATED DOCUMENTS
Drawi-ngs and general provisions of Contract' including
General and Supplementary Conditions and other Division-1
Specification Sections, apply to this Section.
SUMMARY
This Section specifies administrative and procedural
requirements governing the Contractor's Applications for
Payment.
1. Coordinate the Schedule of Values and Applications for
Payment wi-th the Contractor's Construction Schedule,
List of Subcontracts, and Submittal Schedu1e.
1.2
1.3 SCHEDULE OF VALUES
A. Coordinate preparation of the Schedule of Values with
preparation of the Contractor's Construction Schedule.
1. Correlate line items in the Schedule of Val-ues with
other required administrative schedules and forms,
including:
a. Contractor's construction schedule.
b. Application for Payment form.
c. List of subcontractors.d. Schedule of alternates.e. List of products.
f. List of principal suppliers and fabricators.
S. Schedule of submittals.
2. Submit the Schedufe of Values to the Architect at the
earliest feasible date, but no fater than 7 days
before the date scheduled for submittal of the initial
Application for Palment.
3. Identification: Include the following Project
identification on the Schedule of Vafues:
a. Project name and location.
b. Name of the Architect.
c. Project number.d. Contractorts name and address.
e. Date of submittal.
APPLICATIONS FOR PAYMENT ot021 - r
Arrange the Schedule of Values in a tabular form with
separate col-umns to indicate the following for each
ltem listed:
a, Generlc name.
b. Related Specification Section.
c. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier.
f. Change Orders (numbers) that have affected value.
S. Dol-1ar va1ue, in whole dollars, totalling contract
sum.
Percentage of Contract Sum to the nearest
one-tenth percent, adjusted to total 100 percent.
Provide a breakdown of the Contract Sum in sufficient
detail to facilitate continued evaluation of
Applications for Payment and progress reporLs. Break
principal subcontract amounts down j.nto several line
items, using sub-schedules when appropriate.
For each part of the Work where an Application for
Palrment may include materials or equipment, purchased
or fabricated and stored, but not yet installed'
provide separate line items on the Schedule of Values
for initial cost of these materials or equj.pment' for
each subsequent stage of completion, and for total-
instalfed value of that part of the Work. Provide
j-nvoices for all such materials or equipment.
Line ltems: Each item in the Schedule of Values and
Applications for Palrment shall be complete including
its total cost and proportionate share of general
overhead and profit margin.
Vlhere Contractorrs profit is expressed as a fee,
either fixed or based on a Percentage, delete the
words "and profit margin", and add the following
sentence: Where AIA Document 1L1 or II7 is used
as the Contract, show Contractor's fee as a
separate line item.
At the Contractor's option, temporary facilities
and other major cost items that are not direct
cost of actual work-in- place may be shown as
separate line items in the ScheduLe of Values.
APPLICATIONS FOR PAYMENT:
A. Each Application for Payment shall be consi-stent with
previous applications and palments as certified by the
Architect and paid for by the Owner.
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5.
APPLICATIONS FOR PAYMENT 0t027 - 2
1.
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1. The initial Applicatlon for Payment, the Application
for Payment at time of Substantial Completion, and the
finaL Application for Payment i-nvolve additional
requirements.
Payment Application Times: The progress payment date is
stlted in the Agreement. The period of construction Work
covered by each AppJ-ication or Palment is in the
Agreement.
Payment Application Forms: Use AIA Document G '702 and
Continuation Sheets G 703 as the form for AppJ-ication for
Palment.
Application Preparation: Complete every entry on the
fnrm innl rrdi nrr notarization and execution by personJ- \r r rr!, +rrv4ssrr^Y
authorized to sign legaI documents on behalf of the
contractor. Incomplete applications will be returned
without action.
1. Entries shalf match data on the Schedufe of VaLues.
Use updated schedules if revisions have been made'
2. Include amounts of Change Orders and Construction
Change Directives issued prior to the last day of the
constructj-on period covered by the application.
Transmittal: Subrnit 3 executed copies of each Application
for Pa)ment to the Architect by means ensuring receipt
within 24 hours; one copy shal1 be complete, including
waivers of l-ien and simllar attachments' when required.
Transmit each copy with a transmittal form listing
attachments, and recording appropriate information
related to the application in a manner acceptabLe to
the Architect.
Waivers of Mechanics Lien: With each Application for
Payment submit waivers of mechanics liens from
subcontractors or sub- subcontractors and suppliers for
the construction period covered by the previous
application.
1. Submit partial waivers on each item for the amount
requested at the Owner's request, prior to deduction
for retainage' on each item.
2. Ialhen an application shows completion of an
submit final or fuII waivers.
3. The Owner reserves the right to designate which
entities invol-ved in the Work must submit waivers.
4. Waiver Delays: Submit each Application for Payment
with the Contractor's waiver of mechanics lien for the
period of construction covered by previous payments.
item,
APPLICATIONS FOR PAYMENT 01027 - 3
Submit f inal Application for Palrment wj-th or
preceded by flnal waivers from every entity
involved with performance of Work covered by the
application who could lawfuJ-Iy be entitled to a
'I .l ^-rrglt,
Initial Application for Payment: Administrative acti-ons
and submittals that must precede or coincide with
submittal of the first Application for Payment include the
following:
1. List of subcontractors.
2. List of principal suppliers and fabricators.
3. Schedul-e of Val-ues.
4. Contractorrs Construction Schedule (preliminary if not
final).
5. Schedule of principal products.
6. Schedufe of unit prices (if applicable).
1. Submittal Schedule (preliminary if not final).
8. Copies of building permits
9. Copies of authorizations and licenses from governing
authorities for performance of the Work.
10. InitiaL progress report.
11. Report of pre-construction meeting.
12. Certificates of insurance and insurance policies (if
applicable) .
13. Performance and palment bonds (if required).
14. Data needed to acquire Owner's insurance.
15. InitiaL settlement survey and damage report, if
required.
Application for Payment at Substantial- Completion:
Following issuance of the Certificate of Substantial
Completion, submit an Application for Paltment, this
application sha1l reflect any Certificates of Partial-
Substantial Completion issued previously for Owner
occupancy of designated Portions of the Work.
Administrative actions and submittals that shal-] proceed
or coincide with this application incl-ude:
1. Occupancy permits and similar approvals.
2. Warranties (guarantees) and maintenance agreements.
3. Test/adjust/balance records.
4. Maintenance instructions.
5. Start-up performance reports.
6. Change-over information related to Owner's occupancy,
use, operation and maintenance.
1. Finaf cleaning.
8. Application for reduction of retainage, and consent of
surety.
9. List qf incomplete Work, recognized as exceptions to
Architect's Certificate of Substantial Completion.
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H.
APPLICATIONS FOR PAYMENT 0102? - 4
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Final Payment Application: Administrative actions and
submlttafs which must precede or coinci-de with submittal
of the final payment Application for Payment incfude the
following:
1. Completion of Project cl-oseout requirements.
2. Completion of items specified for completion after
Substantial Completion.
3. Assurance that unsettled cl-aims will be settled.
4. Assurance that tdork not complete and accepted will be
compJ-eted without undue delaY.
5. Transmittal of required Project construction records
to Owner.
6. Certified property survey (if required).
7. Proof that taxes, fees and similar obligations have
been paid.
8. Removal of temporarY
9. Removal of surplus
elements.
facilities and servlces.
materials, rubbish and similar
PART 2 - PRODUCTS (Not AppJ.icable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION OLO71
APPLICATIONS FOR PAYMENT oro2't - 5
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SECT]ON O1O30 - ALTERNATES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including
Genera] and SuppJ-ementary Condltions and other Divisj-on-1
Specification Sections, apply to this Section.
L.Z SUMMARY
This Section specifies administrative and procedural
requirements for Alternates.
Definition: An Alternate is an amount proposed by Bidders
and stated on the Bid Form for certain construction
activiti-es defj.ned in the Bidding Requirements that may be
added to or deducted from Base Bid amount if the Owner
decides to accept a correspondi,ng change in either the
amount of construction to be completed t ox in the
products, materiafs, equipment, systems or installation
methods described in Contract Documents.
Coordination: Coordinate related Work and modify or
adjust adjacent Work as necessary to ensure that Work
affected by each accepted Alternate is compJ-ete and fully
integrated into the project. Include miscelfaneous
devices, accessory objects and similar items incidental to
or required for a complete installation.
Notification: Immediately following the award of the
Contract, prepare and distribute to each party involved,
notification of the status of each Alternate' Indicate
whether Al-ternates have been accepted, rejected or
deferred for consideration at a later date. Include a
complete descriptj-on of negotiated modifications to
Alternates.
E. Schedule: A "Schedufe of A.Lternates" is incLuded at the
end of this Section.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 SCHEDULE OF AITERNATES
ALTERNATES 01030 - 1
A. Include as part of each ALternate, miscellaneous deviceg,
accessory objects and similar items incidental to or
required for a complete instalLation whether or not
mentioned as paxt of the Alternate.
1. See "schedule of Alternates".
END OF SECTION O1-O3O
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IATTERNATES01030 - 2
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4.
SCHEDULE OF ALTERNATES
1. Provide and install all casework shown on fnterior drawinqsfor the Lounge and TelLer Line.
2. Provide and install all carpet and resilient base shown as "by
Owner" on Interior Finish P]ans.
3. Provide and i-nstall all rubber floor tile shown as "bv Owner"
on Interior Finish Plans.
Provide and install the Pedimat in the Vestibule shown as "by
Owner" on Interior Finish Plans.
Provide and install reveals in E.I.F.S. as described on
5/A5. 0.
ALTERNATES 0l-030 - 3
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SECTION O].035 - MODIFICATTON PROCEDURES
PART 1 - GENERAL
1.1
t.2
RELATED DOCUMENTS
Drawings and general provisions of Contract' including
General- and Supplementary Conditions and other Division 1
Specification sections, apply to this section.
SUMMARY
This section specifies administrative and proceduraL
requirements for handling and processing Contract
modifications.
MINOR CHANGES IN THE WORK
Supplemental instructions authorizj-ng minor changes in the
Work, not involving an adjustment to the Contract Sum or
Contract Time, wil-I be issued by the Architect.
The Contractor may request additional- information or
clarification by using and submitting a "Request for
fnformation" ("RFI"), on form attached at end of this
section. Additional forms mav be obtained from the
Architect.
CHANGE ORDER PROPOSAL REQUESTS
Owner-Initiated Proposal Requests: Proposed changes in
the Work that will require adjustment to the Contract Sum
or Contract Time will be issued by the Architect, with a
detaifed description of the proposed change and
supplemental or revised Drawings and Specj-fications, if
neces sary.
Proposal requests issued by the Architect are for
information only. Do not consider them instructions
elther to stop work in prollress, or to execute the
proposed change.
Unl-ess otherwise indicated in the proposal request,
within 20 days of receipt of the proposal request,
submit to the Architect for the Owner's review an
estimate of cost necessary to execute the proposed
change. Use schedule of values format. If within 10
days of receiving a proposal request issued by the
Architect, the Contractor
instructions or amplification or
MODI FICATION PROCEDURES
reguests additional
clarification of the
01035 - 1
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proposal request, the time for submitting the estimate
of cost shall be extended to 10 days after receipt of
requested information.
a. Include a tist of quantities of products to be
purchased and unit costs' along wj.th the total
amount of purchases to be made. Where requested,
furni.sh survey data to substantiate quantities.
b. Indicate applicable taxes' delivery charges'
equipment rental, and amounts of trade discounts.
c. lnclude a statement indicating the effect the
proposed change in the Work will- have on the
Contract Time.
Contractor-Initiated Change Order Proposal Requests: When
latent or other unforseen conditions require modifications
to the Contract, the Contractor may propose changes by
submitting a request for a change to the Architect.
1. Incfude a statement outlining the reasons for the
change and the effect of the change on the Work.
Provide a complete description of the proposed change.
lndicate the effect of the proposed change on the
Contract Sum and Contract Time. Use schedule of
values format.
2. Include a list of quantities of products to be
purchased and unit costs along with the total amount
of purchases to be made. Where requested, furnish
survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment
rentaL, and amounLs of trade discounts.
4. Comply with requirements in Section "Product
Substitutions" if the proposed change in the Work
requires the substitution of one product or system for
a product or system sPecified.
Proposal Request Form: Use AIA Document G 709' forms
provided by Owner or Contractor supplied forms, as
approved by Architect.
1.5 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive:When the Owner and
contai-n a
Work and
determine
01035 - 2
Contractor are not in total agreement on the terms of a
Change Order Proposal Request, the Architect may issue a
Construction Change Directive on AIA Form G'71-4,
instructing the Contractor to proceed with a change in the
Work, for subsequent inclusion in a Change Order.
The Construction Change Directive will
complete description of the change in the
designate the method to be folfowed to
chanqe in the Contract Sum or Contract Time.
MODIFICATION PROCEDURES
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Documentation: Maintain detai-Led records on a time and
materiaf basis of work required by the construction change
Directive.
1. After completion of the change, submit an itemized
account and supporting data necessary to substantiate
cost and time adiustments to the Contract'
CHANGE ORDER PROCEDURES
Upon the Owner's approval- of a Change Order Proposal
Request, the Architect will issue a Change Order for
signatures of the Owner and Contractor on AIA Form G701,
as provj-ded in the Conditions of the Contract.
2 - PRODUCTS (Not Applicable)
3 - EXECUTION (Not Applicable)
END OF SECTION 01035
FI
r.o
PART
PART
A.
MODIFICATION PROCEDURES 0r,035 - 3
UESI FOR INFORMATION
Conlroct No.
Inquiry Dote
-
Dote Received
Requesied Reply Dote
{Nol less thon five working doys)
Atlenfion
INQUIRY REFERENCES
Drowing/Deloil No.Leller Doled Submitlol No.
Spec Ref.Shop Drowing No.Sheet No.
Subconlroclon/Suppliers lnvolved
(One Subiect Per RF|l
Queslions
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Controctor's Proposed Solutions (include cost ond time impocl)
Submifted By:Iitle
ARCHITECT'S RESPONSE
Architect's Supplementol Inslrucfions
Cosl lmpoct:
Prepored By:
Yes- No-Time lmDoct: Yes- No-Proposol Requesl No.
Dote:
sfoied otherwise is furnished Conditions A-201. 7.4.1.
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SECTION O1O4O - PROJECT COORDINAT]ON
PART 1 - GENERAL
r,t
RELATED DOCUMENTS
A. Drawings and general provisions of Contract' including
General and Supplementary Conditions and other Division-l-
Specification Sections, apply to this Section.
SUMMARY
1.1
1.J
This Section speci-fies administrative and
requi-rements necessary for Project coordination
but not necessarilv l-imited to:
1. Coordination-
2. Administrative and supervi-sory personnel.
3. General instalfation provisions.
4. Cleaning and protection.
5. Coordination with Owner on use and/or
existing facilities.
6. Coordination with regulatory agencies.
COORDINATlON
supervfsory
including,
closure of
Coordination: Coordinate construction activities included
under various Sections of these Specifications to assure
efficient and orderly installation of each part of the
Work. Coordinate construction operations included under
different Sections of the Specifications that are
dependent upon each other for proper i-nstallation,
connection, and operation.
1. Where instalfation of one part of the Work is
dependent on instal]ation of other componentsr either
before or after its own instal]ation' schedule
construction activities in the sequence required to
obtain the best results.
2. Where availabitity of space is limited, coordinate
install-ation of different components to assure maximum
accessibility for required maintenance, service and
repair.
3. Make adequate provisions to accommodate items
scheduled for later instaffation.
Where necessary, prepare memoranda for distribution to
each party involved including Owner and separate
contractors outlining special procedures required for
coordination. Include such items as required notices,
reports, and attendance at meetings.
PROJECT COORDINATION 01040 - 1
I.4
PART
PART
3.1
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Admlnistrative Procedures I Coordinate scheduLing and
timing of required administrative procedures with other
constructlon activities to avoid conflicts and ensure
orderly progress of the work'
Conservation: Coordinate construction activities to
conserve energy, water, and materials.
SUBMlTTALS
Coordination Drawings: Prepare and submit coordination
Drawings where cl-ose and carefuL coordination is required
for j-nstall-ation of products and materials fabricated
off-site by separate entities' and where linited sPace
avaj-l-ability necessitates maximum utilization of space for
efficient j-nstallation of different components.
1. Show the interrelationship of
separate Shop Drawings.
components shown on
2. Indicate required instalLation sequences.
3. Comply with reguirements contained in Section
"Subrnittals. t'
4. Refer to Division-15 Section "Basic Mechanical
Requirements, "and Division-16 Section "BasicElectrical Requirements' for specific coordi.nation
Drawing requirements for mechanicaf and electrical
installations.
Staff Names: Within 15 days of Notice to Proceed, submit
a List of the Contractor's principal staff assignments,
including the Superintendent and other supervisory site
personnel; identify individuals, their duties and
responsibilities; list their addresses and telephone
numbers.
2 - PRODUCTS (Not Applicable) .
3 - EXECUTION
GENERAL INSTALLATION PROVISIONS
Inspection of Conditions: Require the Installer of each
major component to inspect both the substrate and
conditions under which Work is to be performed. Do not
proceed until unsatisfactory conditions have been
corrected in an acceptable manner.
Manufacturer's Instructions: Comply with manufacturer's
instal-l"atj-on instructions and recommendations, to the
extent that those instructions and recommendations are
more explicit or stringent than requirements contained in
Contract Documents.
PROJECT COORDINATION 01040 - 2
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rnspect material-s or equipment immediately upon delivery
and again prior to installation. Reject damaged and
defective items.
Provide attachment and connection devices and
necessary for securing Work. Secure Work true to
level. AlLow for expansion and buj-lding movement.
Visual Effects: Provj-de uniform joint widths in
V'lork. Arrange joi-nts in exposed Work to obtaln
vi-suaL effect. Refer questionabfe choices
Architect for final decision.
methods
l-ine and
exposed
the best
to the
during weather conditions and
ensure the best Possible resufts-
the completed construction from
as necessary to prevent
Recheck measurements and dimensions, before starting each
installation.
lnstall each
Project statuslsolate each
incompatible
deterioration.
componenE
that wilf
part of
material-
5-Z
Coordinate temporary enclosures with required inspections
and tests, to minimize the necesslty of uncovering
completed construction for that purpose.
Mounting Heights: Where mountinq heights are not
indicated, install individual components at standard
mounting heights recognized withln the industry for the
particular application indicated. Refer questionable
mounting height decisions to the Architect for final
decision.
CLEANING AND PROTECTION
During handling and j-nstaIlation, clean and protect
construction in progress and adjoining materials in place'
Appty protective covering where required to ensure
protection from damage or deterioration at substantial
|nrnrr'l af i r.rn
Clean and maintain completed construction as frequently as
necessary through the remainder of the construction
period. Adjust and lubricate operable components to
ensure operability without damaging effects.
Limiting Exposures: supervise construction activities to
ensure that no part of the construction, completed or in
progress, is subject to harmful , dangerous, damaging, or
otherwise del-eterious exposure during the construction
period. Such exposures incl-ude, but are not limited to,
the following:
PROJECT COORDINATION 01040 - 3
1. Excessive static or dynamic loading.
2. Excessive internal or external pressures.
3. Excessively high or low temperatures.
4. Thermal shock.
5. Excessively hiqh or Iow humidity.
6. Air contamination or pollution.'7. Water, ice, weathering, unprotected storage.
8. Solvents, chemicals.9. Light.
10. Radiation.
11. Puncture.
L2. Abrasion.
13. Heavy traffic.
1,4. Soiling, staining and corrosion.
15. Bacteria.
16. Rodent and insect infestation.
17. Combustion.
18. ELectrical current.
19. Unusual wear, misuse, mlsalignment.
20. Contact between incompatible materi-als.
2l . Destructive testinq.
22. Theft.
23. Vandalism.
END OF SECTION O1O4O
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IPROJECT COORDINATION 01040 - 4
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SECTION 01045 - CUTTING AND PATCHING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, incJ-udi-ng
General and Supplementary Conditions and other Division-1
Specification Sections, apply to this Section.
L.2 SUMMARY
This Section specifies administrative
requirements for cutting and patching.
and proceduraJ-
B. Refer to other Sections for speci-fic requirements and
Iimitations applicable to cutting and patching individual-
nerts of thc WOrk.
Requirements of this Section apply to mechanicaf and
electri-caL install-ations. Refer to Division-15 and
Dlvisj.on-16 Sections for other requirements and
l-imitations applicable to cutting and patching
mechani-cal- and electrical installations.
1.3 SUBMITTALS
A. Cutting and Patching Proposal:Where approval of
procedures for cutting and patching is required before
proceeding, submit a proposaf describing procedures well
in advance of the time cuttj-ng and patching wiII be
performed and reguest approval to proceed. Incfude the
following information, as applicable, in the proposal:
Describe the extent of cutting and patching required
and how it is to be performed; indicate why it cannot
be avoided.
Describe anticipated resul-ts in terms of changes to
existing construction,' incfude changes to structural
elements and operating components as well as changes
in the building's appearance and other significant
visuaL elements.
l,ist products to be used and firms or entities that
will perform Work.
Indicate dates when cutting and patching is to be
performed.
List utilities that will be disturbed or affected,
including those that will be rel-ocated and those that
will be temporarily out-of-service. Indicate how long
service wil-l be disrupted.
CUTTING AND PATCHING 01045 - 1
1.4
Approval by the Architect to proceed with cutting and
patching does not waive the Architectrs right to fater
require complete removal and replacement of a part of
the Work found to be unsatisfactory.
QUAL]TY ASSURANCE
Requirements for Structural Work: Do not cut and patch
structural elements in a manner that would reduce thelr
load-carrying capacity or load-deflection ratio.
Obtain approval of the cutting and patching proposal
before cutting and patching the folJ-owing structural
eLements:
a. Foundation construction.b. Bearing and retaining walls.
c. Structural- concrete.d. Structural steel.e. Llntels.f. Structural decking.g. Miscellaneous structural metals.h. Exterior window wal-], construction.i. Equipment supports.j. Piping, ductwork, vessels and equipment.k. Structural systems of special construction in
Divi-sion-13.I. Walls: fire resistive, smoke proof enclosures,
separation.
Operational and Safety Limitations: Do not cut and patch
operating elements or safety related components in a
manner that woul-d result in reducing their capacity to
perform as intended, or result in increased maintenance,
or decreased operational life or safety.
Obtain approval of the cuttj.ng and patching proposal
before cutting and patching the following operating
elements or safety related systems:
a. Shoring, bracing, and sheeting.
b. Primary operational systems and equipment.
c. Air or smoke barriers.
d. Water, moisture, or vapor barrj-ers.
e. Membranes and flashings.
f. Noise and vibration control elements and systems.
S. Control systems.
h. Communicatlon systems.
i. Electrical wiring systems.
Visual Requirements: Do not cut and patch constructlon
exposed on the exterior or in occupied spaces' in a manner
that would, in the Architect's opini-on' reduce the
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CUTTING AND PATCHING 01045 - 2
B.
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building's aesthetic qualities t Qr result in visual
evidence of cutting and patching. Remove and replace Work
cut and patched in a visualfy unsatisfactory manner.
1. If possible retain the original installer or
fabricator to cut and patch the foltowing categories
of exposed Work, or if it is not possible to engage
the original installer or fabricator, engage another
recognized experj-enced and specialized firm:
a. Window wall system.
b. HVAC encl-osures, cabinets or covers.
PART 2 - PRODUCTS
2 .1, MATERIALS
A. Use finish material-s that are identicaf to existing
materials. If identicaf materials are not avaifabfe or
cannot be used where exposed surfaces are invofved, use
materials that match existing adjacent surfaces to the
fullest extent possible with regard to visual effect. Use
materiaLs whose instal-led performance will egual or
surpass that of existing materials.
PART 3 - EXECUTION
3. 1 ]NSPECTION
A. Before cutting existing surfaces, examine surfaces to be
cut and patched and conditj-ons under which cutting and
patching is to be performed. Take corrective action
before proceeding, if unsafe or unsatisfactory conditi-ons
are encountered.
3.2 PREPARATION
A. Temporary Support:
be cut.
Provide temporary support of Work to
Protection: Protect existing construction during cutting
and patching to prevent damage. Provj-de protection from
adverse weather conditions for portions of the Project
that might be exposed durlng cutting and patching
operations.
Avoid interference with use of adjoining areas or
interruption of free passage to adjoining areas'
Take all precautions necessary to avoid cutting existing
pipe, conduit or ductwork serving the building, but
CUTTING AND PATCHING 01045 - 3
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schedul-ed to be removed or relocated until provisions have
been made to bypass them.
PERFORMANCE
General: Employ skilled
patching. Proceed with
earfiest feasibLe time and
workmen to perform cutting and
arr+r- i na rnn ^.tr.hi nrr -al- ,|- hc9l,rLLIT19 all\,1 lJdL\/rrJ-rrY
complete without delay.
Cutting: Cut existlng construction using methods least
11kely to damage eLements to be retained or adjoining
construction. Where possible review proposed procedures
with the original instaLLer; comply with the original
i-nstaf ler' s recommendations .
Use hand or smal-l power tools designed for sawing or
grinding, not hammering and chopping. Cut hol-es and
slots neatly to size required with minimum dj-sturbance
of adjacent surfaces. Temporarily cover openings when
not in use.
To avoid marring existing finished surfaces, cut or
dril-l from the exposed or finished side into concealed
surfaces.
Cut through concrete and masonry using a cutting
machine such as a carborundum saw or diamond core
dri11.
Comply with requirements of applicable Sections of
Division-2 where cutting and patching requires
excavating and backfilling.
By-pass utility services such as pipe or conduit,
before cutting, where services are shown or required
to be removed, relocated or abandoned. Cut-off pipe
or conduit in waLls or partitions to be removed. Cap,
valve or plug and seal the remaining portion of pipe
or conduit to prevent entrance of moisture or other
foreign matter after by-passing and cutting. Refer to
Division 15 & 16.
Patching: Patch with durabl-e seams that are as invisible
as possible. Conply with specified tolerances.
1. Where feasible, inspect and test patched areas to
demonstrate integrity of the instaflation.
2. Restore exposed finishes of patched areas and extend
finish restoration into retai-ned adjoining
construction in a manner that will eliminate evidence
of patching and refinishing.
a. Where patching occurs in a smooth painted surface,
extend final paint coat over entire unbroken
surface containing the patch, after the patched
area has received primer and second coat.
CUTTING AND PATCHING 01045 - 4
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3. Patch, repair or rehang existing ceilings as necessary
to provide an even plane surface of uniform
appearance.
CLEANING
Thoroughly clean areas and spaces where cutting and
patching is performed or used as access. Remove
completely paint, mortar, oils, putty and items of similar
nature. Thoroughly clean piping, conduit and similar
features before painting or other finishing is applied.
Restore damaged pipe covering to its original condition.
END OF SECTION O]-045
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SECTION 01095 - REFERENCE STANDARDS AND DEFINITIONS
PART 1 _ GENERAL
1.2 RELATED DOCUMENTS
Drawings and general provisions of Contract, including
General, and Supplementary Condltions and other
Division 1 Specification Sections, aPply to this
Section.
DEFINlTIONS
General: Basic Contract definitions are included in
the Conditions of the Contract.
Indicated: The term "j-ndicated" refers to graphic
representations, notes or schedules on the Drawings' or
other Paragraphs or Schedules in the Specifj-cations,
and similar requirements in the Contract Documents.
Where terms such as "shown, " "notedr " "scheduled, tt and
"specified" are used, it is to help the reader locate
the reference; no limitation on l-ocation is intended.
Directed: Terms such as "directed, " "requested, tt
t'authorized, tt ttsel-ected, " t'approved, " "requiredr " and
"permitted" mean "directed by the Architect, "
"requested by the Architect," and similar phrases.
Approve: The term ttapproved, t' where used in
conjunction with the Architect's action on the
Contractor's submittals, applications, and requests, is
Limited to the Architect's duties and responsibilities
as stated in the Conditions of the Contract.
Regulation: The term "Regulations" includes Iaws,
ordinances, statutes, and lawful orders i-ssued by
authorities having jurisdiction, as wel-I as ruJ-es,
conventions, and agreements within the construction
industry that control performance of the Work.
Furnish: The term "furnish" is used to mean "supply
and defiver to the Project site, ready for unloading'
unpacking, assembly, install-ation, and similar
operations. "
G. Install:The term "instafl" is used to describe
operations at project site including the actuaL
"unloading, unpacking, assembly, erection, placing'
anchoring, applying, working to dimension, finishing'
curing, protectj-ng' cleaning, and similar operations."
REFERENCE STANDARDS AND DEFINITIONS 01095-1
Provide: The term "provide" means "to furnish and
instaLl, complete and ready for the intended use."
Instafl-er: An "Installer" is the Contractor or an
entity engaged by the Contractor, either as an
employee, subcontractor, or contractor of lower tier
for performance of a particular construction activity,
including instal.l-ation, erection, applicat.ion, andsimilar operations. Instal-lers are required to be
experienced in the operations they are engaged to
rrorfarm
The term "experienced, " when used with the term
"Installerr " means having a minimum of fiveprevious projects similar in size and scope tothis Project, being famj-Iiar with the special
requirements indicated, and having complied with
requj-rements of the authority having jurisdiction.
Trades: Use of titLes such as "carpentry" is notintended to imply that certain constructionactivities must be performed by accredited orunionized individuals of a corresponding generic
name, such as "carpenter." It aLso does. not implythat requirements specified apply exclusively to
tradespersons of the corresponding generic name.
Project Site j-s the space available to the Contractorfor performance of construction activities, either
exclusively or in conjunction with others performing
other work as part of the Project. The extent of the
Project Site is shown on the Drawings and may or may
not be identical with the description of the land on
which the Project is to be built.
Testing Laboratories: A "testing laboratory" j-s an
independent entity engaged to perforrn specific
inspections or tests, either at the Project Site or
elsewhere, and to report on and, if required, to
interpret results of those i-nspections or tests.
1.3 SPECIFICAT]ON CONTENT EXPI,ANATION
Specification Content: This Specification uses certain
conventions in the use of Ianguage and the intended
meaning of certain terms, words, and phrases when usedin particular situations or circumstances. These
conventlons are expl-ained as follows:
1. Abbreviated Language: Language used in
Specifications and other Contract Documents is the
abbreviated type. Words and meanings shall beinterpreted as appropriate. Words that are
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REFERENCE STANDARDS AND DEFINITIONS 01095-2
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implied, but not stated shatl be interpolated as
the sense required. Singular words wiIl be
interpreted as plural and plural words interpreted
as singular where applicable and the context of
the Contract Documents so indicates '
lmperative and streamfined language is used
generally in the Specifications. Requirements
6"pr."".d in the imperative mood are to be
performed by the Contractor. At certain focations
in the text, for clarity, subjective language is
used to describe responsibilities that must be
fulfilled indirectl-y by the Contractor, or by
others when so noted.
(a) The words "shal-f be" shall- be included by
inference wherever a colon (: ) is used within
a sentence or Phrase.
1.4 INDUSTRY STANDARDS
A. Applicability of standards: Except where the contract
DocumentsincludemoreStringentrequirements'
applicable construction industry standards have the
slme force and effect as if bound or copied directly
into the contract Documents to the extent referenced.
Suchstandardsaremadeapartofthecontract
Documents bY reference.
B.Pub].icationDates:Complywiththestandardineffect
as of the date of the Contract Documents'
c.ConflictingRequirements:Wherecompliancewithtwoor
morestandardgisspecified,andthestandardsmay
establishdifferentorconflictingrequirementsfor
minimum quantities or quality levels, refer
requi-rement! tfrat are different, but apparently equal'
and uncertainties to the Architect for a decision
before proceeding.
l.MinimumQuantityorQualityLevels:Thequantityorquality level shown or specified sha11 be the
ninirnum provided or performed' The actual-
installatibn may comply exactly with the minimum
quantlty or quality specified, or it may exceed the
minimum_withinreasonablelimits.Incomplyingwith
theserequirements,indicatednumericva]-uesare
minimumormaximum,asappropriateforthecontext
oftherequirements.Referuncertaintiestothe
Architect for a decision before proceeding'
T
REFERENCE STANDARDS AND DEFINITIONS
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Copies of Standards: Each entity engaged in
construction on the Project is requlred to be familiar
with industry standards appli-cable to that entity's
construction activity. Copies of applicabLe standards
are not bound with the Contract Documents.
1. Where copies of standards are needed for
performance of a required construction activity'
the Contractor shall obtain copies directly from
the publication source.
Abbreviations and Names: Trade association names and
tittes of generaf standards are frequently abbreviated.
Where such acronyms or abbreviations are used in the
Specifications or other Contract Documents, they mean
the recognized name of the trade association, standards
generating organization, authority having jurisdiction,
or other entity applicable to the context of the text
r.rnrri c i nn
Associations, "
Refer to the "Encyclopedia of
published by Gale Research Co.,
availabte in most libraries, or request schedule of
frequently referenced associations and standards from
Architect.
GOVERN ING REGULAT IONS /AUTHORIT I ES
The Architect has contacted authorities having
jurlsdiction where necessary to obtain information
necessary for preparation of Contract Documents.
Contact authorities having jurisdiction directly for
information and decisions having a bearing on the Work.
Copies of Regulations: Obtain copies of the following
regulations and retain at the Project Site, available
for reference by parties who have a reasonable need for
such reference.
Building Code of the place of the Project.
SUBMITTAI,S
A. Permits, Licenses, and Certificates: For the Owner's
records, submit coPies of permits, lj-censes,
certifications,inspection reporEs,releases,
jurisdictional settlements' notices, receipts for fee
palments, judgments, and simi-lar documents'-oirespondence, and records established in conjunction
with compliance with standards and regulations bearing
uDon performance of the work-
REFERENCE STANDARDS AND DEFINITIONS 010 95-4
I eART 2 - pRoDucrs (Not Appticable)
I eART 3 - EXEcurroN (Not Applicable)
END OF SECTION 01095
I
REFERENCE STANDARDS AND DEFINITIONS 01095-5
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SECTION O12OO - PROJECT MEETINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, includi-ng
General- and Supplementary Conditions and other Division-1
Specification Sections, apply to this Section.
'1 2 SUMMARY
This Section specifies administrative and procedural
requirements for project meetings j-ncluding but not
limited to:
1.3
1. Pre-Construction Conference.
2. Pre-Installation Conferences.
3. Progress Meetings.
PRE-CONSTRUCTION CONFERENCE
Schedule a pre-construction conference and organizational
meeti.ng at the Project site or other convenient location
no later than 15 days after execution of the Agreement and
prior to commencement of construction activities. Conduct
the meeting to review responsibilities and personnel
assignments.
Attendees: The Owner, Architect and their consultants'
the Contractor and its superintendent, major
subcontractors, manufacturers, suppliers and other
concerned parties sha1l each be represented at the
conference by persons familiar with and authorized to
conclude matters relating to the Work.
Agenda: Discuss items of significance that could affect
progress including such toPics as:
1. Tentative construction schedule.
2. CriticaL Work sequenclng.
3. Designatlon of responsible personnel.
4. Procedures for processing field decisions and Change
Orders.5. Procedures for processing Applications for Payment.
6, Distribution of Contract Documents.
7. Submittal of Shop Drawings, Product Data and Samples.
8. Preparation of record documents.
9. Use of the premises.
10. Office, Work and storage areas.
PROJECT MEETINGS 01200 - 1
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11. Equipment deliveries and priorities.
12. Safety procedures.
13. First aid.
14. Security.
15, Housekeeping.
16. Workinq hours.
PRE-INSTALLATION CONFERENCES
Conduct a pre-installation conference at the site before
each construction activity that requires coordination with
other construction. The Installer and representatives of
manufacturers and fabricators invol-ved in or affected by
the installation, and its coordination or integration with
other materj-als and installations that have preceded or
wiIl fo11ow, shall attend the meeting.
Architect of scheduLed meeting dates.
Advise the
Review the progress of other construction activities
and preparations for the particular activity under
consideration at each pre-installation conference,
including requirements for:
a. Contract Documents, including change orders.
b. Options.c. Deliveri-es.
d. Shop Drawings, Product Data and quality control-
Sampl-es.e. Possible conflicts.
f. Compatibility probl-ems.
S. Time schedules.h. Weather limitations.i. Manufacturer's recommendations.
j . Compatibility of materiafs.
k. Acceptability of substrates.
1. Temporary facilities.
m. Space and access limitations.
n. Inspection and testing requirements.
o. Required performance results.p. Recording requirements.q. Protection.
Record significant discussions and agreements and
disagreements of each conference, along with the
approved schedule. Distribute the record of the
meeting to everyone concerned, promptly' including the
Owner and Architect.
Do not proceed if the conference cannot be
successfully concluded. Initiate whatever actions are
necessary to resolve impediments to performance of
Work and reconvene the conference at the earfiest
feasibLe date.
PROJECT MEETINGS 01200 - 2
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1.5 PROGRESS MEETINGS
conduct progress meetings at the Project site at regularly
scheduled interval_s. Notify the owner and Architect of
scheduled meeting dates. coordinate dates of meetings
with preparation of the payment request.
B.Attendees:Contractors,prolect manager ano
superj-ntendents, Architect, and each subcontractor'
supplier or other entity concerned with current progress
or involved in planning, coordination or performance of
future activities shalL be represented at these meetings
by persons familiar with the Project and authorized to
concLude matters relating to progress. A representative
of the Owner may attend.
Agenda: Review and correct or approve minutes of the
pievious progress meeti-ng. IncLude topics discussion as
lppropriaie to progress and the current status of the
Pro; ect.
1. Contractor's Construction Schedule: Revlew progress
since the Last meeting. Determine where each activity
is in relation to the Contractorrs Construction
schedule. Determine how construction behind schedule
will be expedited.
2. Review the present and future needs of each enti-ty
present, including such items as:
a. Site utilization, deliveries, working hours,
access.
b. Housekeeping.
c. Quality and VJork standards.
d. Change Orders and construction change directj-ves'
e. Unresolved fiel-d changes and cost changes'
Reporting: No l-ater than 3 days after each progress
meetj-ng date, since the previous meeting and rePort actlon
items and party responsible, unresofved items, resolution
of problens.
1. Schedule updating: Revise the construction schedule
after each progress meeting where revisions to the
schedule have been made or recognj-zed' Issue the
revised schedufe concurrently with the report of each
meeting.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
PROJECT MEETINGS
END OF SECT]ON O12OO
01200 - 3
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SECTION O13OO - SUBMITTALS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract' including
General- and Supplementary Conditions and other Division-L
Specification Sections,' apply to this Section.
I.2 SUMMARY
A. This Section specifies administrative and procedural
requirements for submittals required for performance of
the lVork, including;
1. Contractorrs construction schedule.
2. Submittal schedule.
3. Shop Drawings.
4. Product Data.
5. Samples.
6. Record Documents.
Administrative Submittals:
Sections and other Contract
administrative submittals.
are not l-imlted to:
Refer to other Divlsion-1
Documents for requirements for
Such submittals include, but
1.3
1. Permits.
2. Applications for palment.
3. Performance and payment bonds.
4. Insurance certificates and policies.
5. List of Subcontractors.
SUBMIITAL PROCEDURES
Coordination: Coordinate preparation and processing of
submittals with performance of constructj-on activities.
Transmit each submittal sufficiently in advance of
performance of related construction activj-ties to avoid
deIay.
1. Coordinate each submittal with fabrication'
purchasing, testing, delivery, other submittals and
rel-ated activities that require sequential activity.
2. Coordinate transmittal of different types of
submittal-s for rel-ated elements of the Work so
processing will not be delayed by the need to review
submittals concurrentfv for coordination.
SUBMITTALS 01300 - I
a. The Architect reserves the right to withhold
action on a submitta] requiring coordination with
other submittals until related submittals are
received.
3. Processi-ng: Allow sufficient review time so that
lnstalLation will not be detayed as a result of the Itime required to process submittals, including time I
for resubmittals.
a. Allow two weeks for revi-ew. Al1ow additional time
if processing must be delayed to permit
coordination with subsequent submittals. The
Architect will promptly advise the Contractor when
a submittal being processed must be delayed for
coordi-nation.
b. If a re-submittal is necessary, process the same
as the initial submittal .
c. Allow two weeks for reprocessing each submittal .
d. No extension of Contract Tine will be authorized
because of failure to transmit submittals to the
Architect sufficiently in advance of the Work to
permit orderly processj-ng.
Submittal- Preparation: PLace a permanent label or title
block on each submittal for identification. Indicate the
name of the entity that prepared each submittal on the
l-abel or title block.
1. Include the following information on the label for
processing and recording action taken.
a. Project name.b. Date.c. Name of Architect.
d. Name of Contractor.
e. Name of subcontractor.f. Name of supplier.g. Name of manufacturer.
h. Number and title of appropriate
Section.
Specification
i. Drawing number and detail references, as
appropriate.
C. Submittal- Transmittal:Package each submittal
appropriately for transmittal and handling. Transmit each
submittaL from Contractor to Architect using a transmittal
form. Submittal-s received from sources other than the
Contractor will be returned without action.
1. On the transmittal record relevant information and
requests for data. On the form, or separate sheet'
record deviations from Contract Document requirements,
including minor variations and limitations. Include
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SUBMITTALS 01300 - 2
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Contractor's certification that information complies
with Contract Document reguirements.
1A CONTRACTOR'S CONSTRUCTION SCHEDULE
Bar-Chart Schedule: Prepare a fully developed, horizontaf
bar- chart type Contractor's construction schedul-e-
Submit within 30 days of the date established for
"Commencement of the Work".
1. Provide a separate time bar for each significant
construction activity. Provide a continuous vertical-
Iine to identify the first working day of each week.
Use the same breakdown of units of the Work as
indicated in the "Schedufe of VaLues".
2. Within each time bar indicate estimated completion
percentage in 10 percent increments. As Work
progresses, place a contrasting mark in each bar to
indicate Actual Completion.
3. Prepare the schedule on a sheet, or series of sheets,
of stable transparency, or other reproducible media'
of sufficient width to show data for the entire
construction period.
4. Secure time commitments for performing critical
elements of the Work from parties involved.
Coordinate each element on the schedule with other
construction activities; include minor el-ements
involved in the sequence of the Work. Show each
activity in proper sequence. Indicate graphically
sequences necessary for completion of related portions
of the Work.
5. Coordinate the Contractor's construction schedule with
the schedule of values, list of subcontracts,
submittaf scheduLe, progress reports' payment requests
and other schedules.
6. Indicate completion in advance of the date established
for Substantial Completion. Indicate Substantial
Completion on the schedule to al-low time for the
Architect's procedures necessary for certification of
Substantial Completion.
Phasing: Provide notations on the schedule to show how
the sequence of the Work is affected by requirements for
phased completion to permit Work by separate Contractors
and partial occupancy by the Owner prior to Substantial
Completion.
Work Stages: lndicate important stages of constructlon
for each major portion of the Work, including testing and
instaLLation.
Distribution: Following response to the initial
submittaf, print and distribute copies to the Architect'
SUBMITTALS 01300 - 3
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Owner, subcontractors, and other parties required to
comply with schedul-ed dates. Post copies in the Project
meeting room and temporary field office.
1. When revisions are made, distribute to the sameparties and post in the same focations. Deleteparties from distribution when they have completedtheir asslgned portion of the Work and are no longer
involved in construction activities.
Schedule Updating: Revise the schedufe not less oftenthan monthly, and re-issue updated schedule prior to
subrnitting monthly pay application.
SUBM]TTAI, SCHEDULE
Prepare a complete schedul-e of submittals and submitwithin 10 days of the date reguired for establishment of
the Contractor's construction schedule.
1. Coordinate submittal schedule with the list ofsubcontracts, schedule of values and the list ofproducts as well- as the Contractor's construction
schedule.2. Prepare the schedule in chronological order. Providethe fol-lowing information:
a. Scheduled date for each submittal.b. Related Section number.c. Submittal category.d. Name of subcontractor.e. Description of the part of the hlork covered.f. Scheduled date for resubmittal. if required.g. Scheduled date the Architectrs final release or
approval.
Distribution: Following response to submittal, print anddistribute copies to the Architect, Owner, subcontractors,
and other parties required to comply with submittal datesindicated. Post copies in the Project meeting room andfield office.
1. When revisions are made, dlstribute to the sameparties and post in the same l-ocations. Deleteparties from distribution when they have completedtheir assigned portion of the Work and are no longer
invo]ved in construction activities.
Schedule Updating: Revise the schedule not l-ess often
than monthly and re-issue promptly.
SUBMITTATS 01300 - 4
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-L.O SHOP DRAWINGS
Submit newly prepared j.nformation, drawn to accurate
scale. Highiight, encircle, or otherwise indicate
deviations from Lhe Contract Documents. Do not reproduce
contract Documents or copy standard information as the
basis of shop Drawings. standard j-nformation prepared
without speciflc reference to the Project is not
consi-dered shop Drawings. Indicate contractor's review
and action on each shop drawinq sheet.
shop Drawings include fabrication and installation
drawings, setting diagrams' schedules, patterns' templates
and similar drawings. Include the following information
in addition to submittal identification information listed
earl-ier:
measurement.
6. Sheet Size: Except for templates, patterns and
si-milar ful1- size Drawings, submj-t Shop Drawings on
sheets at l-east 8-!/2" x Ll-" but no larger than 36" x
48*.
'7 . Submittal:Submit one correctable translucent
1. Dimensions.2. Identification of products and materials
3. Compliance with specified standards.
4. Notatj-on of coordination requirements.
5. Notation of dlmensions establ-ished
Coordination drawings are a special type of
that show the relationship and integration
construction elements that require careful-
during fabrication or install-ation to fit
provided or function as intended.
1. Preparation of coordination Drawinqs is
section "Proiect Coordination".
incl-uded.
by field
Shop Drawing
of different
coordination
in 'l-h6 cn.a/-a
specified in
reproducible print and one bl-ue- or bLack-Iine prj-nt
for the Architect's review; the reproducible print
wiLl- be returned.
a. One of the prints returned shall be marked-up and
maintained on si-te as a "Record Document" '
Do not use Shop Drawings without an approprlate final
stamp indj.cating action taken in connection with
constructlon.
1'1 PRODUCT DATA
col_1ect Product Data into a single submittal for each
eLement of construction or systern. Product Data includes
printed information such as manufacturer's installation
SUBMITTALS 01300 - 5
i-nstructions, catafog cuts, standard color charts,
roughing-in diagrams and templates, standard wiring
diagrams and performance curves. Where Product Data must
be specially prepared because standard printed data is not
suj,table for use, submit as "Shop Drawings."
Mark each copy to show applicabJ-e choj-ces and options.
Where printed Product Data includes information on
several products, some of which are not required, mark
copies to indicate the applicable information.
Include the followj-ng information:
a. Manufacturerrs printed recommendations.
b. Compliance with recognized trade assocj-ation
standards.
c. Compliance with recognized testing agency
standards.
d. Application of testing agency label-s and seal-s.e. Notation of dimensions verified bv field
measurement.
Notation of coordination requirements.Indication of Contractor's Revi-ew and action.
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requirements of the Contract Documents has
confirmed.
Submittals:
with
been
Submit 2 copies of each required
submj-ttaL; submit 4 copies where required for
maintenance manual-s. The Architect will retain one,
and wil-L return the other marked with action taken andcorrections or modifications required.
Distribution: Furnish copies of final submittal toinstallers, subcontractors, suppliers, manufacturers,
fabricators, and others reguired for performance ofconstruction activities.
transmittal forms.
Show distribution on
Do not proceed with installation until anapplicable copy of Product Data appl-icable is in
the installer's possession.
Do not permit use of unmarked copies of Product
Data in connection with construction.
SAMPLES
Submit fuLl--size, fully fabricated Samples cured andfinished as specified and physically identical with the
materj-a1 or product proposed. Samples incl-ude partial
sections of rnanufactured or fabricated components, cuts or
containers of materials, color range sets, and swatches
showing color, texture and pattern.
a.
b.
1.8
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SUBMITTALS 01300 - 6
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Mount, display, or package Samples in the manner
specifi"ed to facilitate revi-ew of qualities indicated.
Prepare Samples to match the Archj-tectrs Sample.
Include the following:
a. Generic description of the Sample.
b. Sample source.
c. Product name or name of manufacturer.
d. Compliance with recognized standards.
e. Availabil-ity and delivery time.
Submit Samples for review of kind, co1or. pattern, and
texture, for a final check of these characteristics
with other elements, and for a comparison of these
characteristics between the final submittal and the
actual component as delivered and instal-led.
Where vari-ation in color, pattern, texture or
other characteristics are inherent in the material
or product represented, submit mufti-ple units (not
less than 3), that show approximate limits of the
variations.
Submittals: Except for Samples illustrating assembly
details,worKmansn].p,fabrication techniques,
Maintain sets of Samples, as returned, at the Project
site, for guality comparisons throughout the course of
construction.
UnIess noncompliance with Contract Document
provi-sions is observed, the submittal may serve as
the final submlttal .
Sample sets may be used to obtain flnal acceptance
of the construction associated with each set'
B.Distribution of Samples:Prepare and distribute
additional sets to subcontractors, manufacturers'
fabricators, suppliers, installers, and others as required
connecti-ons, operation
submit 3 setsi one will
action taken.
for performance of the Work.
transmittal forms.
and similar characteristics,
be returned marked with the
Show distribution on
1. Fiel-d Samples specif ied in individual- Secti-ons are
special t)rlpes of Samples. Field Samples are fuli-size
examples erected on site to ilLustrate fj-nishes'
coatings, or finish materials and to establish the
standard by which the Work will be judged.
a. Comply with submittal requirements to the fullest
extent possible. Process transmittal forms to
provide a record of activitY.
SUBMITTALS 01300 - 7
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ARCHITECT'S ACTION
No submittal- will be reviewed unless evidence of
Contractor's review ls indicated thereon. The Architect
may return such submittals, if either the contents of the
submittaL or the absence of results of Contractor's review
indicate no review occurred. Except for submittal-s for
record, j-nformation or similar purposes, where action and
return is requlred or requested, the Architect wiLL review
each submittal, mark to indicate action taken, and return
nrarnn+ I rrt/!vIrHu4J.
Compliance with specified
Contractor' s responsibilitv.
characteristics l_s the
Action Stamp: The Architect wilI stamp each submittal
with a uniform, self-explanatory action stamp. The stamp
will- be appropriately marked, as follows, to indicate the
action taken:
Finaf Unrestricted Release:Where submittals are
marked "Approved, " that part of the llork covered by
the submittal may proceed provided it complies with
requirements of the Contract Documents; final
acceptance wiLl depend upon that compliance.
2. Final-But-Restricted Rel.ease:When submittals are
marked "Approved as Noted, " that part of the Work
covered by the submittal may proceed provided it
complies with notatj-ons or corrections on the
submi-ttal and requirements of the Contract Documentsi
final acceptance will depend on that compliance.
Returned for Resubmittal: When submittal is marked
"Disapproved, Resubmit, " do not proceed with that part
of the Work covered by the submittal, including
purchasing, fabrication, delivery, or other activity.
Revise or prepare a new submittal in accordance with
the notations; resubmit without delay. Repeat if
necessary to obtain a different action mark.
a. Do not permit submittals marked i'Disapproved
Resubmit" to be used at the Project site, or
elsewhere where Work is in proqress.
Other Action: Where a submittal- is primarily for
information or record purposes, special processing or
other activity, the submittal will be returned, marked
f'No Action Required".
PART 2 - PRODUCTS (Not Applicable)
SUBMITTALS 01300 - I
t eART 3 - ExEcurroN (Not Appl-icable).
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END OF SECTION O13OO
0r.300 - 9
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SECT]ON O14OO - QUALITY CONTROL SERVICES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provi-sions of Contract, including
General and Supplementary Conditions and other Divislon-1
Specification Sections, apply to this Section.
L.Z SUMMARY
This Section specifies
requirements for quality
Quafity control- services incLude inspections and tests and
related acti-ons includino reports, performed by
independent agencj.es, governing authorities, and the
Contractor. They do not include Contract enforcement
activities performed by the Architect or Owner.
Inspection and testing servj.ces are required to verify
compliance with requirements specified or indicated.
These servi-ces do not reli-eve the Contractor of
responsibility for compliance with Contract Document
requirements.
Requirements of this Section relate to customized
fabrication and installation procedures, not production of
standard products, unless stated otherwise.
Specific quality contro.l- requirements for individual
construction activitj-es are specJ-fied in the Sections
that specify those activities. Those requirements,
incJ-uding inspections and tests, cover production of
standard products as well as customized fabrication
and installation procedures.
Inspections, test and refated actions specified are
not intended to limit the Contractor's quality control
procedures.
Requirements for the Contractor to provide quality
control services reguired by the Architect, Owner, or
authorities having jurisdiction are not limited byprovisions of this Section.
RESPONS IBILIT IES
Contractor Responsibilities: The Contractor shafl provide
inspections, tests and similar quality control services,
specified in individual Specification Sections and
required by governing authorities, except where they are
administrative and procedural
control services.
QUALITY CONTROL SERVICES 01400 - 1
specifical-ty indicated to be Owner's responsi-bility' or
are provided by another identified entity; these services
include those specified to be performed by an independent
agency and not by the Contractor. Costs for these
services shal-f be lncluded in the Contract Sum.
The Contractor shall engage and pay an independent
agency, to perform specified quality control services.
Retesting:The Contractor is responsibl-e for
retesting where results of required inspectj"ons, tests
or similar services prove unsatisfactory and do not
indicate compliance with Contract Document
requirements, regardless of whether the original test
was the Contractorrs responsibilitv.
a. Cost of retesting construction revised or replaced
bv the Contractor is the Contractor's
responsibility,where required tests were
performed on original construction.
Associated Services: The Contractor shall cooperate
with agencies performing required inspections, tests
and similar services and provide reasonabl-e auxi-Iiary
services as requested. Notify the agency sufficiently
in advance of operations to perrnit assignment of
personnel. Auxiliary services required include but
are not limited to:
Providing access to the Work and furnishing
incidental labor and facilitles necessary to
facilitate inspectj-ons and tests.
Taking adeguate quantities of representative
samples of material-s that require testing or
assisting the agency in taking samples.
Providing facilities for storage and curing of
test samples, and delivery of samples to testing
laboratories.
Providing the agency with a preliminary design mix
proposed for use for materials mixes that require
controL by the testing agency. Ie. Security and protection of samples and test I
equipment at the Project site.
Duties of the Testing Agency: The independent testing
agency engaged to perform inspectj.ons, sampling and
testj-ng of materials and construction specified in
individual Specification Sections shall cooperate with the
Architect and Contractor in performance of its duties' and
shaII provide qualified personnel to perform required
inspections and tests.
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OUAIITY CONTROL SERVICES 01400 - 2
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1. The agency shal1 notify the Architect and contractor
pto*pf1y of ittegr.,larities or deficiencies observed in
tne wott during performance of its services' If test
results indicate sj-gnificant deficiences in th work,
the Agency shaIl notify Archltect, Contractor and
nngine-r immediately, using most expedient means of
extent of deficiency.
2. The agency is not authorized to reJ-ease, revoke, after
or enlarge requirements of the Contract Documents' or
approve or accept any portj-on of the Work'
3. The agency shall not perform any dutles of the
Contractor.
Coordination: The Contractor and each agency performing
inspections, tests and simj-l-ar services shalt coordinate
the sequence of activities to acconmodate required
servlces with a mi-nimum of delay. In addition the
contractor and each agency shall coordinate activities to
avoid the necessity of removing and replacj-ng construction
to acconmodate inspections and tests.
1. The Contractor is responsible for scheduling times for
lnspections, tests' taking samples and similar
activities.
SUBMITTALS
The independent testinq agency shalt submit in duplicate
certified written reports of each inspection, test' re-
test or similar service. to the Architect, consulting
Engineers, and the Contractor.
1. Submit additional coPies of
directly to the governing
authority so directs.
2. Report Data: Written reports of each
or similar service shall include, but
EO:
each written rePort
authoritY, when the
inspection' test
not be limited
of test
01400 - 3
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Date of issue.
Project title and number.
Name, address and telephone number of testing
agency.ottes and Locations of samples and tests or
inspections.
llamLs of individuals making the inspection or
test.
f. Designation of the Work and test method'
S. taeniitication of product and Specification
Qonl- i nn
d.
h. Complete inspection or test data'
i. Test results and an interpretations
results.
OUALITY CONTROL SERVICES
j. Ambi-ent conditions at the time of
and testing.
k. Comments or professional opinion
inspected or tested Work comPlies
Document reguirements.
l. Name and signature of l-aboratory inspector.
m. Recommendations on retesti-ng.
OUALITY ASSURANCE
Qualification for Service Agencies: Engage inspection and
testing service agencies, including independent testing
laboratories, which are prequalified as complying with
"Recommended Requirements for Independent Laboratory
Qualification" by the American Council- of Independent
Laboratories, and which specialize in the types of
inspections and tests to be performed.
1. Each independent inspection and testing agency engaged
on the Project sha11 be authorized by authorities
having jurisdiction to operate in the State in which
the Project is located.
2 - PRODUCTS (Not ApPl-icable) .
3 - EXECUTION
REPAIR AND PROTECTION
General:Upon completion of inspectj-on, testing,
sample-taking and similar services' repair darnaged
construction and restore substrates and finishes to
eliminate deficiencies, including deficiencies in visual
qualities of exposed finishes. Comply wj-th Contract
Document requirements for "Cutting and Patching."
Protect construction exposed by or for quality control
service activities, and protect repaired construction.
Repair and protection is the Contractor's responsibility,
regardless of the assignment of responsibility for
inspection, testing or simiJ-ar services.
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sample-taking
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PART
PART
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OUALITY CONTROL SERVICES
END OF SECTION O14OO
01400 - 4
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I SECTION 01500 - TEMPORARY FACTLTTTES
I PARTl-GENERAL
I 1.1 RELATED DOCUMENTS
I A. Drawings and general provisions of the Contract, incJ-uding
I General and Supplementary Conditions and other Division-1-' Specification Sections, apply to this Section.
I L.2 SUMMARY
A. This Section specifies requirements for temporary servicesand facilities, including utilities, construction and
support facilities, security and protection.
B. Temporary utilities which may be required include but arenot Limited to:
It 1. Water service and distribution.2. Temporary electric power and 1ight.
I 3. Telephone service.
f 4. Storm and sanitary sewer.
5. Security Service.
I C. Temporary construction protection and support facilities
which may be required include but are not limited to:
I 1. Temporary heat.2. Field offices and storage sheds.
I 3. Temporary roads and paving.
I 4. Sanitary facllitj-es, including drinking water.r 5. Dewaterj-ng facilities and drains.6. Temporary enclosures.
I 7. femporary Project identification signs and bulletinI boards.
8. Waste di-sposal" services.
I 9. Construction aids and miscel]aneous services andt racrircres.
12. Barricades, warning lights, lights.
I 13. Fencing and gates.
t 14. EnvironmentaL protection.
I 1.3 QUALITY ASSURANCE
A. Regulations: Comply with industry standards andapplicable laws and regulations of authorities havingjurisdiction, i-ncluding but not l-imited to:
1. Building Code requirements.
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2. Health and safetY regulations.
3. Utility company regulations.
4. Police, Fire Department and Rescue Squad rules.
5. Environmental protection regulations.
B. Standards:Comply with NFPA Code
Constructj.on and Demolition Operations"
standards for "Safety Requirements for
Demolition", and NECA El-ectrical Design
Electrical- Facilities. "
241 , "Building, ANSI-A10 Series
Construction and
Llbrary "Temporary
1.4
PART
2.1
A.
,l Refer to "Guidelines for Bid Conditions for Temporary
Job Utilities and Services", prepared jointly by AGC
and ASC, for industry recorunendations.
Electrical Service: Comply with NEMA' NECA and UL
standards and regulations for temporary electric
service. lnstal-I service in compliance with National
Electric Code (NFPA 70) .
C. Inspectj-ons: Arrange for authorities having jurisdiction
to inspect and test each temporary utility before use.
Obtain required certifications and permits.
PROJECT CONDITIONS
At the earliest feasible time, when acceptable to the
Owner, change over from use of temporary service to use of
the permanent service.
Conditions of Use: Keep temporary services and facilities
clean and neat in apPearance. Operate in a safe and
efficient manner. Take necessary fire prevention measures.
Do not overload facilities, or permit them to interfere
with progress. Do not allow hazardous dangerous or
unsanitary conditions, or public nuisances to develop or
persist on the slte.
2 - PRODUCTS
MATERIALS
General: Provide new material-s or undamaged previously
used materials in serviceable condition, suitabl-e for the
use intended.
1. For signs and directory boards, provide exterior type,
Grade B-B High Density Concrete Form Overlay Plywood
conforming to PS-1, of sizes and thickness indicated.
B. Roofing Materials: Provide UL Class trAn standard weight
asphalt shingles complying with ASTM D 3018, or UL Cfass
'Crt mineraf surfaced ro11 roofing complying with ASTM D
TEMPORARY FACILITIES 01500 - 2
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249 on roofs of job- built temporary offices, shops and
sheds.
Paint: Comp1y with requirements of Division-9 Section
"Finish Painting. "
1. For job-built temporary offices, shops, sheds, fences
and other exposed lumber and plywood, provide exterior
grade acrylic-latex emulsion over exterior primer.
2. For sign panels and applying graphics, provide
exterior grade alkyd gloss enamel over exterior
prr-mer.
3. For interior waLl-s of temporary officesr provide two
coats interior latex flat waLl- paint.
Tarpaulins: Provide waterproof, fire-resistant, UL
labeled tarpaulins with flame-spread rating of 15 or less.
For temporary enclosures provide translucent nylon
reinforced laminated polyethylene or polyvinyl chl-oride
fire retardant tarpaulins.
Open-Mesh Fencing: Provide 1-1-gage, galvanized 2-inch,
chain l-ink fabric fencing 6-feet hiqh with galvanized
barbed wlre top strand and galvanized steeL pipe posts,
I-1-/2" I.D. for line posts and 2-L/2" 1.D. for corner
posts.
EQUIPMENT
General: Provide esuipment suitabl-e for use intended.
B. Electrical Outlets:Provide properly configured NEMA
polarized outlets to prevent insertion of 110-120 volt
plugs into higher voltage outlets. Provide receptacle
outlets equj.pped with ground-fault circuit interrupters,
reset button and pilot light, for connection of power
tool-s and equipment.
ELectrical Power Cords: Provide grounded extension cordsi
use "hard-service" cords where exposed to abrasion and
traffic.Provide waterproof connectors to connect
separate lengths of electric cords, if single lengths will
not reach areas where constructlon activities are in
progress.
D. Lamps and Light Fixtures:Provide general servlce
incandescent lamps of wattage required for adequate
illumination.Provide guard cages or tempered glass
enclosures, where exposed to breakage. Provide exterior
fixtures where exposed to moisture.
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TEMPORARY FACILITIES 0r.500 - 3
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Heating Units: Provide temporary heating units that have
been tested and labeled by UL, FM or another recognized
trade association reLated to the type of fuel being
consumed.
Temporary Offices: Provide prefabricated or mobile units
or similar job-built construction with l-ockable entrances,
operable windows and serviceabl-e finlshes. Provide heated
and air- conditj-oned units on foundations adequate for
normal loadi-nq.
Temporary Toilet Units:
single-occupant toilet units
recirculation, or combustion
fu11y enclosed with a glass
shell or similar nonabsorbent
Provide self-contained
of the chemical, aerated
type, properly vented and
fiber reinforced polyester
material.
First Aid Supplies: Comply with governing regulations.
Fire Extinguishers: Provide hand-carried' portable
Ul-rated, class rrA' fire extinguishers for temporary
offices and similar spaces. In other locations provide
hand-carrj.ed, portable, Ul-rated, class *ABC" dry chemi-cal
extinguishers, or a combination of extinguishers of NFPA
recommended classes for the exposures.
Comply with NFPA 10 and 241 for classification,
extinguishing agent and size required by location and
class of fire exposure.
3 - EXECUTION
INSTALLATION
Use qualified personnel for installation of temporary
facilities. Locate facilities where they will serve the
Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities
as required.
Provj.de each facility ready for use when needed to avoid
delay. Maintain and modify as required. Do not remove
until facilities are no longer needed, or are replaced by
authorized use of completed permanent faci-lities.
TEMPORARY UTILITY INSTALLATTON
Generaf: Engage the appropriate local utility company toj.nstall temporary service or connect to existing service-
Where the company provides only part of the service,
provide the remainder with matching, compatlble materials
and equipment; comply with the company's reconmendations.
PART
A.
3.2
TEMPORARY FACILITIES 01500 - 4
B.
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l-. Use Charges: Cost or use charges for temporary
facilities are not chargeable to the Owner or
Architect, and will not be accepted as a basis of
claims for a Change order.
Water Service: InstaLl water service and distribution
piping of sizes and pressures adequate for construction
untiL permanent water servi-ce is in use. Sterilize
temporary water piping prior to use.
Temporary Electric Power Service: Provide weatherproof,
grounded electrj-c power service and distribution system of
sufficient size, capacity, and Power characteristics
during construction period. Incfude meters, transformers,
overload protected disconnects, automatic ground-fauJ-t
interrupters and main distribution switch gear-
1. Power Distribution System: Instal-l wiring overhead,
and rise vertically where Ieast exposed to damage.
Wherc nermitta.l . wirinn r-ircuits not exceeding L25
Vo1ts, AC 20 ampere rating, and lightinq ci-rcuits may
be nonmetallic sheathed cabLe where overhead and
exposed for surveillance.
Temporary Lighting: Whenever overhead floor or roof deck
has been instaLled, provide temporary lighting with l-ocal
switching.
1. Install and operate temporary lighting that will-
ful-fill security and protection requi-rements, without
operating the entire system' and will provide adequate
illumination for construction operations and traffic
conditions.
Temporary Telephones: Provide temporary telephone servi-ce
for all personnel engaged in construction activities,
throughout the construction period.
Sewers and Drainage: If sewers are availabl-e, provide
temporary connections to remove effluent that can be
discharged lawfully.If sewers are not avaifable or
cannot be used' provide drainage ditches, dry wel1s,
stabilizatlon ponds and similar facilities. If neither
sewers nor drainage facilities can be lawfully used for
discharge of effluent, provide containers to remove and
dispose of effluent off the site in a lawful manner.
G. Provide earthen embankments and simifar barriers in and
around excavations and subgrade construction, sufficient
to prevent flooding by runoff of storm water from heavy
rains. Remove snow and ice accumulation promptly.
TEMPORARY FACILITIES 01500 - 5
3.3 TEMPORARY CONSTRUCTTON AND SUPPORT FACILITIES INSTALLATION
Locate field offices, storage sheds, sanj-tary facilities
and other temporary construction and support facilitiesfor easy access.
B. Provide incombustible construction for offices, shops and
sheds Located within the construction area. Comply with
requi-rements of NFPA 241.
C. Temporary Heat:Provide temporary heat required by
construction activities, for curi-ng or drying of completed
installations or protection of instal-l-ed construction from
adverse effects of low temperatures or high humidity.
Select safe equipment that will not have a harmful effect
on compl-eted installations or elements being installed.
Coordinate ventilation requirements to produce the ambient
condition required and minimize consumption of energy.
D. Heating Facilities: Except where use of the permanent
system is authorized, provide vented seLf-contained LP gas
or fueL oil heaters with indi-vidual- space thermostatic
control-.
Use of gasoline-burning space heaters, open f1ame, or
salamander type heating units is prohibited.
Fiel-d Offices: Provide insulated, weathertight temporary
offices of sufficient size to accommodate required office
personnel and accommodate site meetings. Keep the office
clean and orderly for use for smaLl progress meetings.
Storage and Fabrication Sheds: Install storage and
fabrication sheds, sj-zed, furnished and equipped to
accommodate materials and equipment involved, including
temporary utility service. Sheds may be open shelters or
ful1y enclosed spaces within the building or elsewhere on
the site.
Sanitary facilities. Comply with regul-ations and heafth
codes for the type, number, location, operation and
maintenance of fixtures and facilities. Install where
facilities will- best serve the Project's needs.
Provide toilet tissue, paper towels, paper cups and
similar disposabJ-e materials for each facility.
Provide covered waste containers for used material.
Toifets: Install self-contained toilet units. Shield
toilets to ensure privacy. Use of pit-type privies will
not be permitted.
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TEMPORARY FACIIITIES 01500 - 6
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Drinking Water: Provide drinking water fountains where
indicated, or containerized tap-dispenser bottled-water
type drinking water units, includlng paper supply.
Dewatering Facilities and Drains: For temporary drainage
and dewatering facilities and operations not directly
associated with construction activities included under
individual Sections, compJ-y with dewatering requirements
of applicable Dlvi-sion-2 Sections.Where feasibl-e,
util-ize the same facil-ities. Maintain the site,
excavations and construction free of water.
Temporary Enclosures: Provide temporary encfosure for
protection of construction in progress and completed, from
exposure, foul weather, other construction operations and
simiLar activities.
Where heat j-s needed and the permanent buildinq
enclosure is not compJ-ete, provide temporary
enclosures where there is no other provision for
containment of heat.Coordinate enclosure wi-th
ventiLating and material drying or curing requirements
to avoid dangerous conditions and effects.
Instal-l- tarpaulins securely, with incombustible wood
framing and other materials. Close openings of 25
square feet or less with plywood or similar materials.
CLose openj-ngs through ffoor or roof decks and
horizontal surfaces with load-bearing wood-framed
construction.
Project Identification and Temporary Signs: Prepare 4' x
8 r project identification signs; install signs where
indicated to inform the public and persons seeking
entrance to the Project. Support on posts or framing of
preservative treated wood or steel-. Do not permit
installation of unauthorized signs.
Project Identification Signs: Engage an experienced
sign painter to apply graphics. Comply with details
indicated.
Temporary Si-gns: Prepare signs to provide directlonal
information to construction personneL and visitors.
M ColLection and Disposal of Waste: Coflect waste from
construction areas and el-sewhere dai1y.Comply with
requirements of NFPA 241 for removal of combustible waste
materiaf and debris. Enforce requirements strictly.
Handle hazardous, dangerous, or unsanitary waste material-s
separately from other waste by containerizing properly.
Dispose of materj-al in a lawful manner.
TEMPORARY FACILITIES 01500 - 7
3.4 SECURITY AND PROTECTION FACILTTIES INSTALLATION I
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B.
Except for use of permanent fire
available, do not change over
security and protection facilities
untlI Substantial Completion' or
the Architect.
protecti.on as soon as
from use of temporary
to permanent facil-ities
longer as requested by
Temporary Fire Protection: InstaLl and maintain temporary
fire protection facilities of the types needed to protect
against reasonabfy predictabl"e and controllable fire
Losses. Comply with NFPA 10 "Standard for Portable Fire
Extinguishers, " and NFPA 241- "Standard for Safeguarding
Construction, Alterations and DemoLi-tion Operations."
Locate fire extinguishers where convenient and
effective for their intended purpose, but not less
than one extinguisher on each floor at or near each
usabl-e stairwell-.
Store combustible materials in containers in fire-safe
locations.
Maintain unobstructed access to fire extinguishers,
fire hydrants, temporary fire protection facilities,
stairways and other access routes for fighting fires.
Prohibit smoking in hazardous fire exposure areas.
Provide supervision of welding operations, combustion
type temporary heating units, and similar sources of
fire iqnition.
C. Barricades, Warning Signs and Lights:Comply with
standards and code requirements for erection of
structurally adequate barricades. Paint with appropriate
cofors, graphics and warning signs to inform personnel and
the public of the hazard being protected against. Where
approprlate and needed provide lighting' including
flashing red or amber lights.
D. Enclosure Fence: Before excavation begins, install an
enclosure fence with lockable entrance gates. Locate
where indicated, or enclose the entj-re site or the porti-on
determined sufficient to accommodate construction
operations. lnstall in a manner that will prevent people'
dogs and other animals from easily entering the site,
except by the entrance gates.
1. Provide open-mesh, chain-link fencing not Less than 5
feet high with posts set in a compacted mixture of
gravel and earth.
E. Security Enclosure and Lockup: Install substantiaL
temporary enclosure of partially completed areas of
construction. Provide locking entrances to prevent
unauthorized entrance, vandalism' theft and similar
violations of securltv.
TEMPORARY FACILITIES 01500 - 8
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1.Storage: Where materials and equipment must be
stored, and are of value or attractive for theft,
provide a secure lockup. Enforce disci-p1ine in
connection with the instal-l-ation and release of
material- to minimize the opportunity for theft and
vandalism.
F. Environmental Protection:Provide protection, oPerate
temporary faci-lities and conduct construction in ways and
by methods that comply with environmental regulations' and
minlmize the possibility that air, waterways and subsoiL
might be contaminated or polluted, or that other
undesirabl-e effects might resul-t. Restrict use of noise
making toofs and equipment to hours that wiII minimlze
complaints from persons or firms near the site'
3.5 OPERATION, TERMINATION AND REMOVAL
A
B.
Supervision:Enforce
temporary facifities.
facifities to essential
waste and abuse.
Maintenance: Maintain
condition until removal .
strict disciPline in use of
Limit avai-Iabili-ty of temporary
and intended uses to minimize
facilities in good oPerating
(-
1. Maintain operation of temporary enclosures, heating'
cooling, humidity control, ventilation and similar
facilities on a 24-hour day basis where required to
achieve indicated results and to avoid possibility of
l--^^^lrqlllcrvs.2. Protection:Prevent water filled PiPing from
freezing. Maintain markers for underground lj'nes'
Protect from damage during excavation operations.
Termination and Removal: Unless the Architect requests
that it be maintained longer, remove each temporary
facility when the need has ended, or when replaced by
authorized use of a permanent facitity, or no later than
Substantial Completion.Compfete orr if necessary,
restore permanent construction that may have been delayed
because of interference with the temporary facility'
Repair darnaged Work, clean exposed surfaces and replace
construction that cannot be satisfactori-ly repaired.
Materials and facil-ities that constitute temporary
facilities are property of the Contractor. The Owner
reserves the right to take possession of Project
identification signs.
At Substantial Completion, clean and renovate
permanent facilities that have been used during the
construction period, including but not Iimited to:
TEMPORARY FACILITIES 0r.500 - 9
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Replace air filters and clean inside
and housings.
Replace significantly worn parts and
have been subject to unusual operating
Replace lanps that are burned out or
dimmed by substantial hours of use.
of ductwork
parts that
conditions.
noticeably
END OF SECTION O15OO
TEI'IPORARY FACILITIES 01500 - 10
I sEcrroN 01600 - MATERTALS AND EeurpMENr
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PARr l- - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract' including
General and Supplementary Conditions and other Division-1
. Specification Sections, appfy to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural
requirements governing the Contractor's selection of
products for use in the Project.
1.3 DEFINITIONS
A. Definitions used in this Article are not i-ntended to
change the meaning of other terms used in the Contract
Documents, such as "specialties, t' "systems, " "structure, "
"finj-shes," "accessories,t' and similar terms. Such terms
such are self-explanatory and have well recognized
meanings in the construction industry.
1. "Products" are j-tems purchased for incorporati-on j-n
the Work, whether purchased for the Project or taken
from previously purchased stock. The term "product"j-ncludes the terms ttmaterialr " "equi-pment, " "system, "
and terms of similar intent.
a. "Named Products" are items identified by
manufacturer's product name' including make or
model designation, indicated in the manufacturer's
published product fiterature, that is current as
of the date of the Contract Documents.
"Materials" are products that are substantially
shaped, cut, worked, mixed, finlshed' refined or
otherwise fabricated, processed, or i-nstalled to form
a part of the Work.
"Equipment" is a product with operational parts'
whether motorized or manually operated, that requires
service connections such as wiring or piping.
t.4 SUBMITTALS
Product
products
names of
name and
List Schedul-e:Prepare a schedul-e showing
specified in a tabuLar form. lnclude generic
products required. Include the manufacturer's
proprietary product names for each item Iisted.
MATERIALS AND EQUIPMENT 0l-600 - 1
1.5
I l.r
1.Coordinate the product list schedul-e with the
Contractorrs Construction Schedule and the Schedule of
SubmittaLs.Submittal: Within 30 days after date of commencement
of the Work, submit 3 copies of an initial product
list schedul-e. Provj-de a written explanation for
omissions of data, and for known variations from
Contract requirements.Architect's Action: The Architect wiII respond inwriting to the Contractor wj-thin 2 weeks of receipt of
the product list schedul-e. No response within thistime period constitutes no objection to Listed
manufacturers or products, but does not constitute a
waiver of the requirement that products comply with
Contract Documents. The Architect's response willinclude a Iist of unacceptable product selections,
containlng a brief explanation of reasons .for this
- ^+. .i ^-ctl-Lr\Jlt.
QUALITY ASSURANCE
Source Limitations: To the ful-l-est extent possible,
provide products of the same kind, from a single source.
Compatibillty of Options: When the Contractor is given
the option of selecting between thro or more products for
use on the Project, the product selected shall be
compatible with products previously seJ-ected. even if
previously selected products were also options.
PRODUCT DELIVERY, STORAGE, AND HANDLING
Deliver, store and handle products in accordance with the
manufacturer's recommendations, using means and methods
that will prevent damage, deterioration, 1oss, and theft.
Deliver products to the site in the manufacturer's
original sealed container or other packaging system,
complete with labe1s and j-nstructions for handling,
storing, unpacking, protecting and installing.
Inspect products upon delivery to ensure compliance
wlth the Contract Documents, and to ensure that
products are undamaged and properly protected.
Store heavy materials away from the Project structure
in a manner that will not endanger the supporting
constructi-on.
Store products subject to damage by the elements above
ground, in a weathertight encl-osure, with ventilation
adequate to prevent condensation. Maintain
temperature and humidity within range required by
manufacturer' s instructions.
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MATERIALS AND EQUIPMENT 01600 - 2
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PART 2 - PRODUCTS
2.T PRODUCT SELECTION
A. General Product Requirements: Provide undamaged products
that comply with the Contract Documents, and, unless
otherwise indicated, unused at the time of installation.
1.Provide products complete with a]l accessories, trim'
finish, safety guards and other devices and details
needed for a complete installation and for the
intended use and effect.
Product Selection Procedures: Product sefection is
governed by the Contract Documents and governing
regulations Procedures qoverning product selection include
the folfowing:
1. Proprietary Specification Requi-rements: Where only a
single product or manufacturer 1s named, provide the
product indicated.
2. Semi-proprietary Specification Requirements: Where
two or more products or manufacturers are named,
provide one of the products i-ndicated. No
substitutions wj-l1 be permitted.
a. Where products or manufacturers are specified by
name, accompanied by the term "or equalr " or "or
approved equal" comply with the Contract Document
provisions concerning "substitutions" to obtain
approval for use of an unnamed product.
3. Non-Proprietary Specifications:When the
Specifications list products or manufacturers that are
available and may be incorporated in the Work, but do
not restrict the Contractor to use of these products
only, the Contractor may propose any availabfe product
that complies with Contract requirements. Comply with
Contract Document provisi-ons concernrng
for use of an
unnamed product.
4. Descriptive Specification Requirements:
Specifications describe a product or assembly. listing
exact characteristics required, wi-th or without use of
a brand or trade name, provide a product or assembly
that provides the characteristics and otherwise
compJ-ies with Contract requirements.
5. Performance Specification Requirements:Where
Specifications requj-re compliance with performance
requirements, provide products that comply with these
requirements, and are recommended by the manufacturer
for the application indicated.Generaf overall
performance of a product is implj.ed where the product
is specified for a specific application.
"substitutions" to obtain approval
Where
MATERIA],S AND EOUIPMENT 01600 - 3
a. Manufacturer's recommendations may be contained inpublished product literature, or by the
manufacturerrs certification of performance.
Compliance with Standards, Codes and Regulations:
Where the Specifications only require compliance withan imposed code, standard or regulation, select a
product that complles.VisuaL Matching: Where Specifications require
matching an established Sample, the Architectrs
decision wilL be final on whether a proposed product
matches satisfactorily.
a. Vlhere no product avaiLabl-e within the specified
category matches satisfactorily and also complieswith other specified requirements, comply withprovisions of the Contract Documents concerning
"substitutions" for selection of a matchingproduct j-n another product category, or for
noncompliance with specified requirements.
Visual Sefection:Where specified product
requirements include the phrase "...as selected from
manufacturerts standard colors, patterns, textures. .."
or a similar phrase, select a product and manufacturer
that complies with other specified requirements. The
Architect will select the color, pattern and texture
from the product line selected.
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01600
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MATERIALS AND EQUIPMENT 01600 - 4
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SECTION 01631 - PRODUCT SUBSTTTUTIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including
General and Supplementary Conditions and other Dlvision-1,
Specification Sections, apply to this Section.
L.2 SUMMARY
This Section specifies admj-nj-strative and procedural
requirements for handLing requests for substitutions made
after award of the Contract.
Standards: Refer to Section "Definitions and Standards"
for applicability of industry standards to products
specified.
Procedural requi-rements governing the Contractor's
selection of products and product options are included
under Section "Materials and Equipment. "
t<DEFINITIONS
Definiti-ons used in this Article are not intended to
change or modify the meaning of other terms used in the
Contract Documents.
B. Substituti.ons:Requests for changes in products,
materj-als, equipment, and methods of construction required
by Contract Documents proposed by the Contractor after
award of the Contract are consj-dered requests for
"substitutions, " The followinq are not considered
substitutions:
1. Substitutions requested by Bidders during the biddingperiod, and accepted prior to award of Contract, are
considered as included in the Contract Documents and
are not subject to requj-rements specified in this
Section for substitutions.2. Revisions to Contract Documents requested by the Owner
or Architect.3. Specified options of products and construction methods
included in Contract Documents.4. The Contractor's determination of and compliance with
governing regulations and orders issued by governing
authorities.
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I PRODUCT SUBSTITUTIONS 0r.631 - 1
1.4 SUBMITTALS
Substltution Request Submittal-: Requests for substitutionwiIl be consj-dered if received within 30 days after
commencement of the Work. Requests received more than 30
days after conunencement of the Work may be consldered or
reiected at the discretion of the Architect.
Submit 3 copies of each request for substitution for
consideration. Submit requests in the form and in
accordance with procedures reguired for Change Order
proposals.
Identify the product r ot the fabrication or
installation method to be replaced in each reguest.
Include refated Specification Section and Drawinq
numbers.Provide complete documentation showing
compliance with the requirements for substitutions, rand the followj-ng information, as appropriate, I
a. Product Data, including Drawj-ngs and descriptions
of products, fabrication and instaLlation
procedures.
b. Samples, where applicable or requested.
c. A detailed compari-son of significant qualities of
the proposed substitution with those of the Work
specified. Significant qualities may include
efements such as size, weight, durability,
performance and visual effect.
d. Coordination information, including a list of
changes or modificatlons needed to other parts of
the Work and to construction performed by the
Owner and separate Contractors, that wiLl become
necessary Eo
substitution.
accommodate the proposed
e. A statement indicating the substitution's effect
on the Contractor's Construction Schedule compared
to the schedul-e without approval of the
substitution. Indicate the effect of the proposed
substitution on overall Contract Time.
t. Cost i-nformation, including a proposal of the net
change, if any in the Contract Sum.
S. Certification by the Contractor that the
substitution proposed is equal to or better in
every significant respect to that required by the
Contract Documents, and that it will perform
adequately in the application indicated. Include
the Contractorrs waj-ver of rights to additional
payment or time, that may subsequentJ.y become
necessary because of the failure of the
substitution to perform adequately.
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IPRODUCT SUBSTITUTIONS 01631 - 2
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Architect's Action: Within one week of receipt of the
request for substitution, the Architect will request
additional information or documentation necessary for
evaluation of the request. Within 2 weeks of recei'pt
of the requestr or one week of receipt of the
additional information or documentation, which ever is
later, the Architect will notify the Contractor of
accepEance or rejection of the proposed substitution'
If a decj.sion on use of a proposed substitute cannot
be made or obtaj.ned within the time all-ocated, use the
product specified by name. Acceptance will be in the
form of a Change Order, when time or change in
contract amount are involved'
PART 2 - PRODUCTS
2.1. SUBSTITUTIONS
A. Conditions: The Contractor's substitution request wil-L be
received and considered by the Architect when one or more
of the following conditions are satisfied, as determined
by the Architect; otherwise requests will be returned
without action except to record noncompliance with these
rarrr r i ramenl5 .! vYs-5 v.!tv.
1. Extensive revisions
raarli rad
to Contract Documents are not
2. Proposed changes are in keeping with
intent of Contract Documents.
3. The request is timeJ-y, fully documented
the general
and properly
submi-tted.
4. The request is directly related to an "or equal"
clause or similar language in the Contract Documents'
5. The specified product or method of construction cannot
be provided within the Contract Time. The request
will not be considered if the product or method cannot
be provided as a result of failure to pursue the Work
^r^rnnf 'l rr nr COOfdinate aCtivitieS pfOpefly.y! !,rtt/ t- J- J6. The specified product or method of construction cannot
receive necessary approval by a governing authority,
and the requested substitution can be approved''t. A substantial advantage is offered the Owner, in terms
of cost, time, energy conservation or other
consideratj-ons of merit' after deducting offsetting
responsibilities the Owner may be required to bear'
8. The specified product or method of constructj-on cannot
be prbvided in a manner that is compatible with other
matlrials, and where the Contractor certifies that the
substitution will overcome the incompatibility'g. The specified product or method of construction cannot
be coordinated with other materials, and where the
contractor certifies that the proposed substitution
can be coordi-nated.
PRODUCT SUBSTITUTIONS 01631 - 3
PART
i.0. The specified product or method of construct,ion cannot
provide a warranty required by the Contract Documents
and where the Contractor certifies that the proposed
substitution provide the required warranty.
The Contractor's submittal and Architectrs acceptance of
Shop Drawings, Product Data or Samples that relate to
construction activities not complying with the Contract
Documents does not constitute an acceptable or valid
request for substitution, nor does it constitute approval .
3 - EXECUTION (Not Applicable)
END OF SECTION 0].531
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PRODUCT SUBSTITUTIONS 0r.631 - {
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SECTION O17OO - PROJECT CLOSEOUT
PART 1 - GENERAL
'l 1 RELATED DOCUMENTS
Drawings and general provisions of
GeneraL and Supplementary Conditions
Specification Sections, apply to this
Contract, including
and other Division-1
Section.
)--z
3. Submit sPecific warranties,
maintenance agreements, finaL
similar documents.4. Submit the comprehensive Ij-st of
or corrected as required bY the
PROJECT CLOSEOUT
SUMMARY
This Section speci-fies administratj-ve and procedural
requirements for project closeout, including but not
limited to:
1. Inspection procedures.
2. Project record document submittaL.
3. Operating and maintenance manual submittaL.
4. Submi-ttaI of warranties.
5. Final cleaning.
closeout requirements for specific construction activities
are included in the appropriate Sections in Divisions-2
through -16.
SUBSTANTIAL COMPLETION
PreLiminary Procedures: Before requesti-ng inspection for
certification of Substantiaf Completion, complete the
following. List exceptions in the request.
1. In the Appllcation for Palzment that coincides with, or
first follows, the date Substantial Completion is
claimed, show 100 percent completion for the portion
of the Work claimed as substantially complete.
Include supporting documentation for completi-on as
indicated in these Contract Documents and a statement
showing an accounting of changes to the Contract Sum.
a. If 100 percent completion cannot be shown, include
a list of incomplete items, the value of
incomplete constructj-on, and reasons the Work i-s
not complele.
2. Advise Owner
requirements.
of pending insurance change-over
workmanship bonds,
certifications and
items to be completed
General Conditions.
01700 - 1
Obtain and submit rel-eases enabJ-ing the Owner
unrestricted use of the Work and access to services
and utilities; include occupancy permits, operating
certificates and similar refeases.
6. Submit record drawings, maj-ntenance manuals, final
project photographs, damage or settLement survey,
nr^r)e11- \/ qrrrwe\r. and simi I ar f inal feCOfd infOfmation.t./.Lv}/er eJ rq! wvJ t
-1 . Del-j-ver tools, spare parts, extra stock, and similar
lEems.
8. Make final change-over of permanent locks and transmit
keys to the owner. Advise the owner's personnel of
change-over in security provisions.
9. Complete start-up testing of systems' and instruction
of the Owner's operating and maintenance personnel .
10. Discontinue or change over and remove temporary
facilities from the site, along with construction
tool-s, mock-ups, and simifar elements.
11. Complete final clean up requirements, including
touch-up pai-nting. Touch-up and otherwise repair and
restore marred exposed finishes.
B. Inspection Procedures:On recei-pt of a request for
inspection, the Architect wilI either proceed with
inspection or advise the Contractor of unfilled
requirements. The Archi-tect wifl prepare the Certificate
of Substantiaf Completion folfowing i-nspection, or advise
the Contractor of construction that must be completed or
corrected before the certificate will be issued.
1. Results of the completed inspection wil-l- form the Ibasis of requirements for final acceptance. I
F]NAL ACCEPTANCE
Preliminary Procedures: Before requesting final
inspection for certification of final acceptance and final
payment, complete the following. List exceptions in the
requesE.
Submit the final payment request with releases and
supporting documentation not previ-ously submitted and
accepted. lnclude certificates of insurance for
products and completed operations where required.
2. Submit an updated final statement, accounting for
final additional changes to the Contract Sum.
3. Submlt a certified copy of the Architect's final
i-nspection list of items to be completed or corrected,
stating that each item has been completed or otherwise
resolved for accePtance.
4. Submit final meter readings for utilities, and
simifar data as of the date of Substantial Conpleti-on,
or when the Owner took possessj-on of and
responsibility for corresponding efements of the Work.
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PROJECT CLOSEOUT 01700 - 2
B,
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cover of each set.
5. Upon completion of the
the Architect for the
PROJECT CLOSEOUT
5. Submit consent of surety to final palment.
6. Submit evidence of final, continuing insurance
coveragle complying with insurance requirements'
Reinspection Procedure: The Architect will reinspect the
Work upon receipt of notice that the Work, including
'insnection list items from earlier inspections, has been
completed, except items whose completion has been delayed
because of circumstances acceptable to the Architect '
1 llrrnn narnrr'l ot i nn nf rc.i nqnecf inn fhp Arr:hi teCt WilIJ-. \.,/P\,/rr U\-,rrrtJr9r-M! \./l- .|-E-r-lr'rl.rs\/\-f vrrt
prepare a certificate of final- acceptance' or advise
the Contractor of Work that is incomplete or of
obligations that have not been fulfilled but are
required for final- accePtance.
2. If necessary, reinspection wiII be
Contractorts expense.
repeated, at
RECORD DOCUMENT SUBMITTALS
General: Do not use record documents for construction
purposesi protect from deterioration and loss in a secure,
fire-resistive location; provide access to record
documents for the Architect's reference during normal-
working hours.
Record Drawings: Maintain a clean, undamaged up-to-date
set of blue or black line white-prints of Contract
Drawings and Shop Drawings. Mark the set to show the
actual- install-ation where the installation varies
substantially from the Work as originally shown' Mark
whichever drawing is most capable of showing conditions
ful1y and accurately; where Shop Drawings are used' record
a cioss-reference at the corresponding Iocation on the
contract Drawings. Give particular attention to concealed
el"ements that would be difficult to measure and record at
a later date.
1. Mark record sets with red erasable pencil; use other
col-ors to distinguish between variations in separate
categorj-es of the Work.
2. Mark new information that is important to the Owner,
but was not shown on Contract Drawings or Shop
Drawings.
3. Note related Change Order numbers where applicable.
4. Organize record drawing sheets into manageable sets,
bind with durable paper cover sheets, and print
suitabl-e titles, dates and other identificatj-on on the
Work, submit record drawings to
Owner t s records .
01700 - 3
Record Specifications: Maintain one complete copy of the
Project Manual, incl-uding addenda, and one copy of other
written construction documents such as Change Orders and
modifications i-ssued in printed form durlng construction.
Mark these documents to show substantial variations in
actual Work performed in comparison with the text of the
Specifications and modifications. Give particular
attention to substitutions, seLection of options and
similar information on elements that are concealed or
cannot otherwise be readily discerned Iater by direct
observation. Note related record drawing information and
Product Data.
Upon completion of the Work, submit record
Specifications to the Architect for the Owner's
records.
Record Product Data: Maintain one copy of each Product
Data submittal. Mark these documents to show significant
variations j-n actual Work performed in comparison with
information submitted. Include variations i-n products
delivered to the site, and from the manufacturer's
installation instructions and recommendations.Give
particular attention to concealed products and portions of
the Work which cannot otherwise be readily discerned later
by direct observation. Note related Change Orders and
mark-up of record drawings and Specifications.
Record SampJ-e Submitted: Immediately prior to the date or
dates of Substantial Completion, the Contractor wiII meet
at the site with the Architect and the Owner's personnel
to determine which of the submitted Samples that have been
maintained during progress of the Work are to be
transmitted to the Owner for record purposes. Comply with
delivery to the Owner's Sample storage area.
F. Miscellaneous Record Submittafs:Refer to other
Specification Sections for requirements of miscellaneous
record-keeping and submittals in connection with actuaf
performance of the Work. Irnmediately prior to the date or
dates of Substantial- Completion, complete miscellaneous
records and place in good order, properly identified and
bound or filed, ready for continued use and reference.
Submit to the Architect for the Owner's records.
G. Maintenance ManuaLs: Organize operating and maintenance
data into suj-table sets of manageable size- Bind properJ-y
indexed data in individual heavy-duty 2-inch, 3-ring
vinyl-covered binders, with pocket folders for folded
sheet information. Mark appropriate identification on
front and spine of each binder. Incl-ude the folJ-owing
types of information:
t_.Emergency instructions.
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PROJECT CLOSEOUT 01700 - 4
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? Sn:rF n:rts list.
3. Copies of warranties'
4. Wiring diagrams.
5. Recommended "turn around"
6. Inspection procedures.
7. Shop Drawings and Product
8. Fixture lamping schedul-e.
cycfes.
LJd. L4 .
PART
PART
A.
2 - PRODUCTS (Not Applicable)
3 - EXECUTION
CLOSEOUT PROCEDURES
Operating and Maintenance Instructj-ons: Arrange for each
installer of equipment that requires regular maintenance
to meet with the Owner's personnel to provide instruction
in proper operation and maintenance. If installers are
not experienced in procedures, provide instruction by
manufacturer's representatives. Incl-ude a detailed review
of the fol-l-owinq items:
1. Maintenance manuals.
2. Record documents.
3. Spare parts and materials.
4. Too1s.
5. Lubricants.
6. Fuels.
1 . Identification systems.
8. Control sequences.
9. Hazards.
10. Cleaning.
11. Warranties and bonds.
12. Maintenance aqreements and
commitments.
similar contlnuing
As part of instruction for operating equipment,
demonstrate the following procedures:
1. Start-uP.
2. Shutdown.
3. Emergency oPerations.
4. Noise and vibration adjustments.
5. Safety procedures.
6. Economy and efficiency adjustments.
7. Effective energy utifization.
3.2 FINAL C],EANING
A. General-: General cleaning during construction
by the General Conditions and incfuded
"Temporary Facilities".
is requj-red
in Section
01700 - 5PROJECT CLOSEOUT
B. Cleaning:Employ experienced workers or professional
cLeaners for final- cleaning. Cl-ean each surface or unitto the condition expected in a normal, commercial building
cleani-ng and maintenance program.
manufacturer' s instructions.
Comp1y with
Complete the following cleaning operations before
requesting lnspection for Certlfication of Substantial
Compl-etion.
a. Remove labels that are not permanent labels.
b. Clean transparent materials, incJ.uding mirrors andqlass in doors and windows.Remove qlazino
compound and other substances that are noticeable
visj-on-obscuri-ng materials. Replace chipped orbroken glass and other damaged transparent
materials.
c. Cl-ean exposed exterior and interior hard-surfacedfinishes to a dust-free condition, free of stains,
f il-ms and si"miLar foreign substances. Restore
reflective surfaces to their original reflective
condition. Leave concrete floors broom clean.
Vacuum carpeted surfaces.
d. tlipe surf aces of mechanical and electrica.l-
equipment. Remove excess lubrication and other
substances. Clean plumbing fj-xtures to a sanitary
condition. Clean light fi.xtures and lamps.
e. Cfean the site, including landscape developmentareas, of rubbish, li.tter and other foreign
substances. Sweep paved areas broom cleani remove
stai-ns, spj-11s and other forej-gn deposits. Rake
grounds that are neither paved nor planted, to a
smooth even-textured surface.
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D.
Removal of Protection:facilities installed for
construction.
Remove temporary protection andprotection of the Work during
Compliance: Comply with regulations of authorities havingjurisdiction and safety standards for cleaning. Do not
burn waste materj-als. Do not bury debris or excess
materials on the Owner's property. Do not discharge
vo.l-atiIe, harmful or dangerous material-s into drainage
systems. Remove rraste materials from the site and dispose
of in a lawful manner.
Where extra materials of value remaining after
completion of associated Work have become the Ownerrsproperty, arrange for disposi-tion of these materials
as directed.
PROJECT CLOSEOUT
END OF SECTION O17OO
01700 - 6
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SECTION 01740 - WARRANTIES AND BONDS
PART
1.1
A.
1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including
General- and Supplementary Conditions and other Division-l-
Specification Sections, apply to this Section.
SUMMARYL.2
This Section specifies general administrative and
procedural requirements for warranties and bonds required
by the Contract Documents, including manufacturer's
standard warranties on products and special warranties.
Specific requirements for warranties for the Work and
products and lnstal-l-ations that are specified to be
warranted, are included in the individual- Sections of
Divisions-2 throuqh -15.
DiscLaimers and Limitations: Manufacturer's
and l-imitations on product warranties do not
Contractor of the warranty on the Work that
the products, nor does it reLieve
manufacturers, and subcontractors reguired to
special warranties with the Contractor.
WARRANTY REQUIREMENTS
disclaimers
reli-eve the
incorporates
suppliers,
countersign
1.3
Provide written one year warranty for all work under this
contract in addition to special warranties required j-n
individual specificati-on sections.
Related Damages and Losses: When correcting warranted
Work that has faifed, remove and replace other Work that
has been damaged as a result of such failure or that must
be removed and replaced to provide access for correction
of warranted Work, at no cost to Owner.
C. Reinstatement of Warrantv:When Work covered by a
warranty has fail-ed and been corrected by replacement or
rebuilding, reinstate the warranty by written endorsement.
The reinstated warranty shal1 be equal to the original
warranty with an equitable adjustment for depreciation.
D. Replacement Cost: Upon determination that Work covered by
a warranty has failed, replace or rebuild the Work to an
acceptable condition complying with requirements of
Contract Documents. The Contractor is responsible for the
cost of replaci-ng or rebuilding defective Vilork regardless
of whether the Owner has benefitted from use of the Work
through a portion of its anticipated useful service life.
WARRANTIES AND BONDS 01740 - l-
t.4
Owner's Recourse: Written warranties made to the Owner
are in addition to implied warranties, and shall not Limit
the duties, obligations, rights and remedies otherwise
available under the 1aw, nor shal-1 warranty periods be
i nf ernreted as I i-mitatiOns on t j-me in which the Owner Can
enforce such other duties, obligations, rights, or
remedies.
Rejection of Warranties: The Owner reserves the right
to reject warranties and to limit selections toproducts with warranties not in confllct with
requirements of the Contract Documents.
The Owner reserves the right to refuse to accept Work for
the Project where a special warranty, certification. or
similar commitment is required on such Vlork or part of the
Work, until evidence is presented that entities required
to countersign such commitments are willing to do so.
SUBMITTALS
Submi-t written warranties to the Architect. If the
Architect's Certificate of Substantial- Completion
designates a cornmencement date for warranties other than
the date of Substantial Completion for the Work, or a
designated portion of the Work upon request of the
Architect, submit written warranties confirming this
conmencement date.
When a designated portion of the Work is completed and
occupied or used by the Owner, by separate agreement
with the Contractor during the construction period,
submit properly executed warranties to the Architect
within fifteen days of completion of that designatedportion of the Work.
When a special warranty is required to be executed by theContractor, or the Contractor and a subcontractor,
supplier or manufacturer, prepare a written document that
contains appropriate terms and identification, ready for
execution by the required parties. Submit a draft to the
Owner through the Architect for approval prior to final
execution.
Refer to individual Sections of Divisions-2 through
-16 for specific content requirements, and particul-ar
recruirements for submittal of special warranties.
Form of Submittal: Compile two copies of each required
warranty and bond properl-y executed by the Contractor, orby the Contractor, subcontractor, supplier, ormanufacturer. Organize the warranty documents into anorderly sequence based on the tabl-e of contents of the IProjecc Manual. I
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IWARRANTIES AND BONDS ot'] 40 - 2
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PART
PART
Bind warranties and bonds in heavy-duty, commercial
quality, durable 3-ring vinyl covered loose-leaf binders,
thickness as necessary to accommodate contents, and sized
to receive 8-L/2" by 11-" paper.
1. Provide heavy paper dividers with celluLoid covered
tabs for each separate warranty. Mark the tab to
identify the product or installation. Provide a typed
description of the product or instaflatj-on' including
the name of the product, and the name' address and
tel-ephone number of the instaLl-er.
2. Identify each binder on the front and the spine wlth
the typed or printed tltle "WARRANTIES AND BONDS", the
Project title or name, and the name of the Contractor.
3. When operating and maintenance manuals are required
for warranted construction, provide additional copies
of each required warranty, as necessary, for inclusion
in each required manual-.
2 - PRODUCTS (Not Applicable).
3 - EXECUTION (Not Applicable).
END OF SECTION 01740
WARRANTIES AND BONDS 01740 - 3
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sEcTroN 02110 -
PART 1 - GENERAL
SITE CLEARING
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, includlng
General and Supplementary Conditions and Dj-vision 1
Specification Sections, apply to this Sectlon.
I.2 SUMMARY
A. This Section
1. Removal
2. Topsoil
3. Clearing
4. Removing
includes the foll-owing:
of trees and other vegetation.
cf ri r'rrr i nnv ur 4rF*rrY .
and grubbing.
below-grade improvements.
PROJECT CONDITIONS
Traffic: Conduct si-te-clearing operations to ensure
minimum i-nterference with roads, streets, wal-ks, and other
adjacent occupied or used facllities. Do not close or
obstruct streets, wal-ks, or other occupied or used
facilities wlthout permission from authorities having
j uri-sdiction.
Protection of Existing Improvements: Provide protections
necessary to prevent damage to existing improvements
indicated to remain 1n place.
1. Protect improvements on adjoining properties and on
Owner's property.
2. Restore damaged improvements to their original
condition, as acceptable to property owners.
Protection of Existing Trees and Vegetation: Protect
existing trees and other vegetation indicated to remain in
place against unnecessary cutting, breaking or skinning of
roots, skinning or bruising of bark, smothering of trees
by stockpiting construction material-s or excavated
materials within drip Line, excess foot or vehicuLar
traffic, or parking of vehicles within drip line. Provide
temporary guards to protect trees and vegetation to be
left standing.
1. Water trees and other vegetation to remain within
limits of contract work as reguired to maintain their
health during course of construction operations.
SITE CLEARING 02110 - I
PART
PART
?1
A.
Provide protection for roots over ),-I/2 inch in
dj-ameter that are cut during construction operations.
Coat cut faces with an emulsified asphalt or other
acceptable coating formulated to use on damaged plant
tj-ssues. Temporarily cover exposed roots with wet
burlap to prevent roots from drying out; cover with
earth as soon as possible.
Repair or replace trees and vegetation indicated to
remain that are damaged by construction operations in
a manner acceptable to Architect. Employ a lj-censed
arborist to repair damage to trees and shrubs.
Replace trees that cannot be repaired and restored to
full-growth status, as determlned by arborist.
EXISTING SERVICES
General: Indicated Locatj-ons are approximate; determj-ne
exact locations before commencinq Work.
Arrange and pay for disconnectj-ng, removJ.ng, capping, and
plugging utility services. Notify affected utility
companies in advance and obtain approval before starting
this Work.
Pl-ace markers to indicate location of disconnected
services. Identlfy service lines and capping locations on
Project Record Documents.
2 - PRODUCTS (Not Appl-icable)
3 - EXECUTION
SITE CLEARING
Generaf: Transplant trees and remove shrubs, grass, and
other vegetation, improvements, or obstructions, as
required, to permit installation of new construction.
Remove similar items elsewhere on site or premises as
specifically indicated. Removal includes digging out and
off-site dj-sposal of stumps and roots.
1. Cut minor roots and branches of trees indicated to
remain in a clean and careful manner where such roots
and branches obstruct installation of new
construction.
Topsoil: Topsoil is defined as friable clay loam surface
soil found in a depth of not l-ess than 4 inches.
Satisfactory topsoil is reasonably free of subsoil, clay
lumps, stones, and other objects over 2 inches in
diarneter, and without weeds, roots, and other
obi ectionable material.
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B.
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SITE CLEARING 02rt0 - 2
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3.2
1.Strip topsoil to whatever depths encountered in a
manner to prevent intermingling with underlying
subsoil or other objectionabfe material-. Remove heavy
growths of grass from areas before stripping.
a. Where existing trees are indicated to remain,
l-eave existing topsoil in place within dri-p lines
to prevent damage to root system.
Stockpile topsoil in storage piles. Construct storage
piles to provide free drainage of surface water.
Cover storage piles, Lf required, to prevent wind
eros ion.
DISPOSAL OF WASTE MATERIALS
Burning on Owner's Property: Burning is not permltted on
Owner's property.
B. Removal from Owner's Property: Remove waste materials and
unsuitable or excess topsoil from Owner's property.
END OF SECTION 02110
SITE CLEARING 02110 - 3
A.
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SECTION O22OO - EARTHWORK
PART
11
A
L.2
1.3
1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including
General and Supplementary Conditions and Division 1
Specificatj-on Sections, apply to this Section.
SUMMARY
This Section incLudes the following:
1. Preparing of subgrade for buiJ-ding slabs. wa1ks, and
pavemenES,
2. Drainage fill course for support of building sJ-abs is
incl-uded as part of this work.
3. Excavating and backfilling of trenches within building
lines.
4. Excavating and backfilling for underground mechanical
and electrical utifities and buried mechanical and
electrical appurtenances.
Excavating and Backfitling for Mechanical/Electrical Work:
Refer to Division 15 and 16 sections for excavation and
backfill required in conjunction with underground
mechanical and electrical- util-ities and buried mechanlca]
and electrical appurtenances,
Finat Grading, together with placement and preparatj-on of
topsoil for lawns and planting, is specified in Division 2
Section, "Landscape Work. "
DEFINITIONS
Excavation consists of
to subgrade elevationsof materials removed.
the removaL of material encountered
indicated and subsequent disposal-
B. Unauthorized excavation consists of removal of materiafs
beyond indicated subgrade elevations or dimensions without
specific direction of Architect. Unauthorj-zed excavation,
as well- as remedial work directed by the Architect, sha1l
be at the Contractor's expense.
1. Under footings, foundation bases' or retaining walls'
fill unauthorized excavation by extending indicated
bottom el-evation of footing or base to excavation
bottom, without altering required top elevation. Lean
concrete fill may be used to bring elevations to
proper position, when acceptable to Architect-
EARTHWORK 02200 - L
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B.
In Iocations other than those above, backfill and
compact unauthorized excavations as specified for
authorized excavations of same cl-assification' unless
otherwise directed bv Architect.
Subgrade: The undisturbed earth or the compacted soiL
layer immediately below granular subbase, drainage fill,
or topsoil materi-als.
Structure: Buil"dings, foundati-ons, s1abs, tanks, curbs,
or other man-made stationary features occurring above or
beLow ground surface.
QUALITY ASSURANCE
Codes and Standards: Perform excavation work in
compliance with applicable requirements of authorities
having jurisdiction.
1A
PROJECT CONDITIONS
Site Inf ormati-on:Data in subsurface investiqation
reports was used for the basj-s of the design and are
avaiLable to the Contractor for information only.
Conditions are not intended as representations or
warranties of accuracy or continuity between soil borings.
The Owner wiLl- not be responsible for interpretations or
conclusions drawn from this data by Contractor.
1. Additional test borings and other exploratory
operations may be performed by Contractor, at the
Contractor's option; however, no change in the
Contract Sum will be authorized for such additional
exploration.
Existing Utilities: Locate existing underground utilities
in areas of excavation work. If utiLities are indicated
to remain in place, provide adequate means of support and
protection during earthwork operations.
1. Should uncharted, or incorrectly charted' piping or
other utilities be encountered during excavation,
consuft utility owner irnmediately for directions.
Cooperate with Owner and utility companies in keeping
respective services and facj-lities in operati-on.
Repair damaged util-ities to satisfaction of utility
o$tner.
2. Do not interrupt existing utilities serving facilities
occupied by Owner or others' during occupied hours'
except when permitted in writing by Architect and then
only after acceptable temporary utility services have
been provided.
EARTHWORK 02200 - 2
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Provide mj-nj-mum of 48-hour notice to Architect,
and receive written notice to proceed before
interrupting any utility.
3. Demolish and completely remove from site existing
underground utilities indicated to be removed-
Coordinate with utility companies for shutoff of
services if l-ines are active.
D.
Use of ExpJ-osives: Use of explosives is not permltted.
Protection of Persons and
excavations occurring as part
warning lights.
1. Operate warning lights as
having jurisdiction,
2. Protect structures, utilities, sidewalks, pavements,
and other facilities from damage caused by settlement,
lateral movement, undermini-ng, washout, and other
hazards created by earthwork operations.
3. Perform excavation by hand within dripline of large
trees to remain. Protect root systems from damage or
dryout to the greatest extent possible. Maintaln
moist condi-tion for root system and cover exposed
roots with moistened burlap.
2 - PRODUCTS
SOIL MATERIALS
Refer to Section 02205.
As determined by geotechnical engineer.
Subbase and Base MateriaL: Naturally or artificially
graded mixture of natural or crushed gravel, crushed
stone, crushed slag, and natural or crushed sand.
Drainage Fil-l-: Washed, evenly graded mixture of crushed
stone, or crushed or uncrushed gravel. with 100 percent
passing a 1-1l2-inch sieve and not more than 5 percent
passingaNo.4 sj-eve.
Backfill and FilI Materi-als: Satisfactory soif materials
free of clay, rock or gravel larger than 2 inches in any
dimension, debris, waster frozen materials, vegitation and
other deleterious matter.
Property: Barrlcade oPen
of this work and Post with
recommended bY authoriti-es
PART 3 - EXECUTION
EARTHWORK 02200 - 3
z
EARTHWORK
EXCAVAT]ON
Bxcavation CLassifications: The folJ-owing cfassifications
of excavation wi-Il- be made when rock is encountered:
1.Earth excavation includes excavation of pavements and
other obstructions visible on surface; underground
structures, utilities, and other items indicated to be
demolished and removed; together with earth and other
materiaLs encountered that are not classified as rock
or unauthorized excavation.
Rock excavation for trenches and pits includes removal
and disposal of materials and obstructions encountered
that cannot be excavated with a track-mounted power
excavator, equivalent to CaterpllJ-ar ModeI No. 2l5C
LC, and rated at not less than Ll"sHP flywheel power
and 32,0OO-pound drawbar pull and equipped with a
short stick and a 42-inch wide, short top radius rock
bucket rated at 0.81 cubic yard (heaped) capacity.
Trenches in excess of 10 feet in width and pits in
excess of 30 feet in either l-enqth or width are
classified as open excavation.
Rock excavation in open excavations j-ncludes removaL
and disposal of materials and obstructions encountered
that cannot be dislodged and excavated with modern,
track-mounted, heavy-duty excavating equipment without
drilling, blasting, or ripping. Rock excavation
equipment is defined as Caterpillar Model No. 973 or
equivalent track-mounted loader, rated at not less
than 210 HP flywheel power and developing minimum of
45r000-pound breakout force (measured in accordance
with SAE J732).
Typical of materials classified as rock are
boulders I/2 cu. yd. or more in volume, solid
rock, rock in ledges, and rock-hard cementitious
aggregate deposits.
Intermittent dri11ing, blasting, or ripping
performed to increase production and not necessary
to permit excavation of materi-a1 encountered will
be classified as earth excavation.
Do not perform rock excavation work untj-l material to be
excavated has been cross-sectioned and cl-assified by
Architect. Such excavation will be paid on basis of
Contract Conditions relative to changes in work.
Rock payment Lines are limited to
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Two feet outside of concrete
required, except footings.
One foot outside perimeter of
the fofLowing:
work for which forms are
f aal- i nrrc
02200 - 4
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In pipe trenches, 6 inches below invert elevation of
pipe and 2 feet wider than inside diameter of Pipe,but not less than 3 feet minimum trench width.
Outside dimensions of concrete work where no forms are
16 att I I ral.!
Under sLabs on grade,
concrete sl-ab.
6 inches bel-ow bottom of
3.2
3.4
STABI]-,ITY OF EXCAVATIONS
General: CompJ-y with local
requi-rements of agencies having
codes, ordinances, and
i urisdiction.
B. Slope sides of excavations to compl-v with local- codes,
ordinances, and f a^rr r i rarn6't t- c a\ T.agencles having
j urisdiction.Shore and brace where sloping is not
n r ct- .=hi l i l-r,l r:f
and slopes of
completion of
possible because of space restrictions
materiaL excavated.Maintain sides
excavations in safe condition until
backfillinq.
DEWATERING
A. Prevent surface water and subsurface or ground water from
fl-owing into excavations and from flooding project site
and surroundi-nq area.
1. Do not allow water to accumulate in excavations.
Remove water to prevent softening of foundation
bottoms, undercutti-ng footings, and soil changes
detrimental to stability of subgrades and foundations.
Provide and maintain pumps, wel-l- points, sumps'
suction and discharge 1i-nes, and other dewatering
system components necessary to convey water away from
excavations.
STORAGE OF EXCAVATED MATERIALS
A. Stockpile excavated materials acceptable for backfifl and
fill where directed. Place, grade, and shape stockpiles
€z-rr hr^har
^ ra j_nage.
1 Locate and retain soil- materials away from edge of
excavations. Do not store within drlp fine of trees
indicated to remain.
Dispose of excess excavated soif material- and
materials not acceptable for use as backfill or fill.
EXCAVATTON FOR STRUCTURES
EARTHWORK 02200 - 5
A. Conform to elevations and dimensions shown within a I
toferance of plus or minus 0.10 foot, and extending a
sufficient distance from footings and foundations to Ipermit placlng and removaf of concrete form work, Iinstallation of services, and other constructi-on and for
'incrror-l-inn+rrul/vv urv.. .
1. Excavations for Footings and Foundations: Do not I
disturb bottom of excavation. Excavate by hand to Ifinal grade just before placing concrete reinforcement Iis placed. Trim bottoms to required lines and grades
to l-eave sol-id base to receive other work.
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3.6 EXCAVATION FOR PAVEMENTS
A. Cut surface under pavements to comply with cross-sections, I
elevations, and grades as indicated.
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3.7 TRENCH EXCAVATION FOR PIPES AND CONDUIT
A. Excavate trenches to uniform width, sufficiently wide to f
provide ample working room and a minimum of 6 to 9 inches
of cfearance on both sides of pipe or conduit.
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B. Excavate trenches and conduit to depth indicated or
required to establish indicated slope and invert Ielevations and to support bottom of pipe or conduit on tundisturbed soil. Beyond building perimeter' excavate
trenches to allow installation of top of pipe below frost Iline. I
1. Where rock is encountered, carry excavation 6 inches
befow required elevation and backfill with a 6-inch
layer of crushed stone or gravel prior to installation I
of pipe.
2. For pipes or conduit less than 6 inches in nominal-
size, and for flat-bottomed' multiple-duct conduit I
units, do not excavate beyond indicated depths. Hand-
excavate bottom cut to accurate elevations and support
pipe or conduit on undisturbed soil. I
3. For pipes and equipment 6 inches or larger in nominal
slze, in"p. bottbm of trench to fit bottom of pipe for I90 degrees (bottom 1/4 of the circumference) . Fi]1 t
depressions with tamped sand backfill. At each pipe
joint, dig be11 hol-es to relieve pipe bel1 of loads Iensure continuous bearing of piPe barrel on bearing I
surface.
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3.8 BACKFILL AND FILL
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02200 - ,
IEARTHWORK
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B.
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Generaf: Place soil material in layers to required
qrrl-rnrarie el ewet i onq. f nr cach :rea classif ication listedvgvYIguUgrvJ.J'
below, using materials specified in Part 2 of this
section.
1. Under grassed areas,
borrow material.
use satisfactorY excavated or
2. Under waLks and pavements, use subbase material-f
satisfactory excavated or borrow materlal, or a
combination.3, Ilnder stFns - use Subbase material-..
4. Under building slabs, use drainage fiII material.
5. Under piping and conduit and equipment, use subbase
material-s where reouired over rock bearinq surface and
for correction of unauthorized excavation.Shape
excavation bottom to fit bottom 90 desrees of
cy11nder.
6. Backfill trenches with concrete where trench
excavations pass within 18 inches of column or wall
footings and that are carried below bottom of such
footings or that pass under wall footings. Place
concrete to leve1 of bottom of adiacent footinq.
a. Concrete is specified in Division 3.
b. Do not backfill trenches until tests and
inspections have been made and backfilling is
authorized by Architect. Use care in backfilling
to avoi-d damage or displacement of pipe systems.
Provide 4-inch-thick concrete base slab support for
piping or conduit less than 2'-6" below surface of
roadways. After installation and testing of pipi-ng or
conduit, provide minimum 4-inch-thick encasement(sides and top) of concrete prior to backfilli-ng or
placement of roadway subbase.
Backfill excavations as promptly as work permits.
PLACEMENT AND COMPACTION
A. Ground Surface Preparation: Removeunsatisfactory soil materials,deleterious materials from ground
placement of fi11s.Plow strip,
surfaces steeper than 1 vertical to
fil-l- material- will bond with existinq
vegetation, debris,
obstructions, and
surface prior to
or break up sloped
4 horizontal so that
surface.
Pl-ace backfill and fil] materials in layers not more than
I inches in Loose depth for material compacted by heavy
compaction equipment, and not more than 4 j-nches in ]oose
depth for material compacted by hand-operated tampers.
EARTHWORK 02200 - 't
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Before compaction, moisten or aerate each layer as
necessary to provide optimum molsture content. Compact
each layer to required percentage of maximum dry densityor relative dry density for each area classification. Donot place backfill- or fill material on surfaces that are
muddy, frozen, or contain frost or ice.
Place backfiLl and fill materials evenly adjacent tostructures, piping, or conduit to required elevations.
Prevent wedging action of backfill against structures or
displacement of piping or conduit by carrying materialuniformly around structure, pipingr oE conduit toapproximately same el-evation in each 1ift.ControL soil and fill compaction, providing minimumpercentage of density specified for each areaclassification indicated beLow. Correct improperly
compacted areas or lifts as directed by Architect if soildensity tests indicate inadequate compaction.
Percent of Maximum Density Requirements; Compact soilto not less than the following percentages of maximundensity, j-n accordance with ASTM Dl-557:
Under structures, building slabs and steps, andpavements, compact top LZ inches of subgrade andeach layer of backfill or fiLl material at 95percent maximum density.
Under lawn or unpaved areas, compact the top 6inches of subgrade and each layer of backfill orfill material at 90 percent maximum density.
Under walkways, compact the top 6 inches of
subgrade and each layer of backfill or fillmaterial at 95 percent rnaximum density.
GRADING
General: Uniformly grade areas within limits of grading
under this section, including adjacent transition areas.
Smooth finished surface within specified tolerances,
compact with uniform levels or slopes between points whereelevations are indicated or between such points andexisting grades.
Grading Outside Building Lines: Grade areas adjacent tobuilding lines to drain ahray from structures and toprevent ponding. Finish surfaces free from irregular
surface changes and as foLlows:
1.Lawn or Unpaved Areas:Finish areas to receive0.L0 foot above ortopsoil to within not more than
below required subgrade elevations.
EARTHWORK 02200 - I
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Walks: Shape surface of areas under walks to line,
grade, and cross-section, with finish surface not more
than 0.10 foot above or below required subgrade
elevation.
Pavements: Shape surface of areas under pavement to
liner grade, and cross-section, with finish surface
not more than l/2 inch above or bel-ow required
subgrade el-evation.
Grading Surface of Fi11
smooth and even, free of
and to required el-evation.
tolerance of I/2 inch
straiqhtedqe.
under Building Slabs: Grade
voids, compacted as specified,
Provide final grades within a
when tested wlth a 1o-foot
3.11
A.
3.12
A.
Compaction: After grading, compact subgrade surfaces to
the depth and indicated percentage of maxi-mum or rel-ative
density for each area classlfication.
PAVEMENT SUBBASE COURSE
General: Subbase course consists of placing subbase
material, in layers of specified thickness' over subgrade
surface to support a pavement base course.
1. Refer to other Di-vision 2
specifications.
sections for paving
Placing: Place subbase course material on prepared
subgrade in layers of uniform thickness, conformj-ng to
indicated cross-section and thickness. Maintaln optimum
moisture content for compacting subbase material during
placement operati,ons.
1. When a compacted subbase course is j-ndj-cated to be 6
inches thick or less, place materiaL j-n a single
layer. When indicated to be more than 5 inches thick,
place material in equal layers, except no single layer
more than 6 inches or l-ess than 3 inches in thickness
when compacted.
BUILDING SLAB DRAINAGE COURSE
General-: Drainage course consists of placement of
drainage fill material, in layers of indicated thickness,
over subgrade surface to support concrete building sl-abs.
B. Placing:Place drainage fill material on prepared
subgrade in layers of uniform thickness, conforming to
indicated cross-section and thickness. Maintain optlmum
moisture content for compacting materi-aI during placement
operatlons.
EARTHWORK 02200 - 9
3. 13
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When compacted drainage course is indicated to be 6
inches thick or Iess, place materiaf ln a single
1ayer. When indicated to be more than 6 inches thick,
place material- in equal layers, except no single layer
more than 6 inches or Less than 3 inches in thickness
when compacted.
FIELD QUALITY CONTROL
Quality ControL Testing During Construction: Allow
testing service to inspect and approve each subgrade and
each fiIl layer before further backfiLL or construction
work is performed.
MAINTENANCE
Repair and re-establ-ish grades in settled,
rutted areas to specified tolerance.
graded areas
and debris.
eroded, and
Reconditioning Compacted Areas: Where completed compacted
areas are disturbed by subsequent construction operations
or adverse weather, scarify surface, reshape, and compact
to required density prior to further construction.
Settling: Where settling is measurable or observable at
excavated areas during general project warranty period'
remove surface (pavement, Iawn, or other finish), add
backfill material, compact, and replace surface treatment.
Restore appearance, quality' and condition of surface or
finish to match adjacent work, and eliminate evidence of
restoration to greatest extent possible.
DISPOSAL OF SURPLUS AND WASTE MATERIALS
Removal from Owner's Property: Remove waste materials,
including unacceptable excavated material, trash, and
debris, and dispose of it off Ownerrs property.
END OF SECTION O22OO
3. 14
A.Protection of Graded Areas: Protect newly
from traffic and erosion. Keep free of trash
? 1q
A.
EARTHWORK 02200 - 10
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SECTION 02205 - SOIL MATERIALS
PART ]- - GENERAL
1.1 SECTION INCLUDES
A. Subsoil and topsoil materials.
L.2 RELATED SECTIONS
A. Division 1 - Measurement. and Payment: Requirements
applicable t,o unit prices for the work of this Section.
B. Division 1 - Testing Laboratory Services: Testing soil
f iI1 mat.erials.
Section 0201-0 - Subsurface Exploration for GeotechnicaLreport; bore hole l-ocatsions and findings of subsurfacematerials.
Section O22Ll - Rough Grading.
Section 02223 - Backfilling.
Sectsion 02510 - Asphaltic Concrete Paving: Subbasepreparation.
G. SecEion 02275 - Riprap.
1.3 REFERENCES
A. AASHTO Tl-80 - Moi-sture-Density Relations of Soils Usinga l-0-1b (4.5a kg) Rammer and an 18-in. (457 mm) Drop.
ANSI/ASTM D698 - Test Methods for Moistsure-Density
ReLations of Soils and Soil-Aggregate MixEures, Using5.5 lb (2.49 Kg) Rammer and 1-2 inch (304.8 mm) Drop.
ANSI/ASTM D1556 - Test Method for DensiEy of Soil in
Place by the Sand-Cone Method.
ANSI/ASTM DL557 - TesE Metshods for Moisture-Density
Relatsions of Soils and Soil--Aggregate Mixtures Using 10Ib (4.5a Kg) Rammer and LB inch (457 mm) Drop.
ASTM D2L67 - Test Method for Density and Unit Weight ofSoil in Place by the Rubber Balloon Method.
ASTM D2487 - Classification of Soils for Engineering
Purposes.
ASTM D2922 - Test Methods for Density of Soil and Soil-
Aggregate in P1ace by Nuclear Methods (ShalLow Depth) .
ASTM D30l-7 - Test Methods for Moisture ConLent of Soil
and Soil-Aggregate Mixtures.
D.
E.
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F.
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SOIL MATERIALS 02205 - t
T.4 SUBMITTALS
A. Submit under provisions of Division 1.
B. Samples: Submit, in air-tight containers, 10 lb.
sample of each type of fill to testing laboratory.
C. Materials Source: Submit name of imported mat.erials
suppliers. Provide materials from same sourcethroughout the work. Change of source requiresArchitect approval .
1.5 QUALITY ASSI]RANCE
A. Testing and Inspectlon Service: Owner will employ aqualified independent geotechnical engineering testing
agency tso classify proposed on-site and borrow soils toverify that soils comply with specified requirements
and to perform reguired field and Laboratory testing.
PART 2 - PRODUCTS
2.L SOIL MATERIALS
A. Subsoif Type 31: Excavated and re-used material ,graded, free of lumps larger than 3 inches, rockslarger Ehan 2 inches, and debris.
B. Subsoil Type 32: Imported materials, graded, free of
lumps larger than 3 inches, rocks larger than 2 inches,
and debris.
2.2 FIELD QUAIITY CONTROL
A. Inspection and t,estsing willprovisions of Division 1.
be performed under
B. Tests and analysis of soil material will be performed
in accordance with ASTM DL556 or ASTM D2t67.
C. lf tests indicate materials do not meeE specified
requirements, change material and retest at no cost to
Owner,
D. Testing Agency Services: Allow testing agency toinspect and test each subgrade and each fill or
backfill layer. Do noE proceed untiL test resulEs forpreviously compleEed work verify compliance with
requiremenEs.
1. Perform field in-place density tests according to
ASTM D 1555 (sand cone melhod) ASTM D 2167 (rubber
balloon met,hod) , or AST'lvl D 2937 (drive cylinder
method), as applicable
a. Field in-place density tests may also be
performed by the nuclear method according to
ASTM D 2922, provided that calibrat,ion curvesare periodically checked and adjusted to
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ISOIL MATERIALS 02205 - 2
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correlate to tests performed using ASTM D
L556. With each density calibration check,
check the calibration curves furnished with
tshe moisture gages according to ASTM D 3017.
b. When field in-place density tests are
performed using nuclear methods, make
calibration checks of both density and
moisture gages at beginning of work, on each
different type of maEerial encountered, and
at int.ervaLs as directed by the Architect.
2. Footing Subgrade: At footing subgrades, perform
ac least one test of each soil slratum to verify
design bearing capacities - Subsequent
verification and approval of other footing
subgrades may be based on a visuaf comparison of
each subgrade with relaEed tested strata when
acceptable to the Architect.
3. Paved and Building Slab Areas: At subgrade and at
each compacted fill and backfill layer, perform at
least one field in-place density test for every
2,OOO sq. ft. or less of paved area or building
sIab. but in no case fewer than Ehree Eests.
4. Foundation Wall Backfill: In each compacted
backfj.ll layer, perform at least one field in-pIace
density test for each L5o feet or less of trench,
but no fewer than two tests.
E. when testing agency reports that subgrades, fills, or
backfills are below specified density, scarify and
moisEen or aerate, or remove and replace soil to the
depth required, recompact and retest until required
densitsy is obtained.
PART 3 - EXECUTION
3.1 STOCKPILING
A. Stsockpile maEerials on site at locations designated by
Archit.ect/owner.
B. SEockpile in sufficient quantities to meet project
schedule and requirements.
C. Separate differing materials with dividers or stockpile
apart to Prevent mixing.
D. Direct surface water away from stockpile site to
prevent erosion or deterioration of materials.
3.2 STOCKPILE CI.,EAIVUP
A. Remove stockpile, leave area in a clan and neaE
conditions. Grade site surface to prevent free
standinq surface water.
SOIL MATERIALS 02205 - 3
B. If a borrovr area ia indicated, leave area in a clean
and neat condition. Grade siLe surface to prevent, free
standing eurface water.
END OF SECTION 02205
SOIL MATERIAIS 02205 - 4
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SECTION 022).1 - ROUGH GRADING
PART 1 - GENERAI,
1. 1 SECTION INCLT'DES
A. Removal of toPsoil and subsoil'
B. Cutting, grading, filling and rough-contouring the site
f or "ii.- pan"ilettt,. deEenti-on and retention ponds 'concreEe slabs and portland cemenE pavements '
I.2 RELATED SECTIONS
A'Section01026-UnitPrices:Requirementsapplicableto unit prices for the work of Ehis Section'
B. SecEion o14oo - Testsing Laboratory services: Testing
fill eompaction
C. Section o2OL0 - Geotechnical Exploratio-n -. for
Geotechnical report,; bore hoLe locations and findings
of subsurface materials.
D. Section O22OS - Soil Materials.
E. Section 02223 - Backfilling: General construction area
backfilling.
F. Section 02510 - Asphaltic Concrete Paving'
G. Sectj.on o252o - Portland Cement Concrete Paving'
1.3 UNIT PRICE - MEASUREMENT ATTD PAYMENT
A. Subsoil Fill TlPe S1-:
1. Basis of Measurement: By the cubic yard'
2BasisofPayment:Includesexcavatingexistingsubsoil, rel6cating strucEural fill materials from
onsite sources, scarifying substrate surface'
placing where required, and compacting'
B. Subsoil Fil1 TYPe 52:
1. Basis of MeasuremenE: By the cubic yard'
2.BasisofPal,ment:IncudessupplyingstrucfurarfilI macerills, scarifying substraEe surface'
placing where required, and compacting'
L.4 REFERENCES
A. AASHTO TL80 - Moisture-Density Relations of soils using
a l-O-Lb (4.54 kg) Rammer and an 1-8-in' (457 mm) Drop'
B. At{sI/ASTM D698 - Test Met.hods for Moisture-Density
RelaEions of Soils and Soil-Aggregatse Mixtures' Using
5.5 Ib Q.a9 Kg\ Rammer and 1-2 inch (304'8 mm) Drop'
ROUGH GRADING VZZLL - L
D.
ANSI/ASTM
Place by
ANSI/ASTM
Relations
lb (4.s4
DL555 - Test Method for Denslty of Soil in Ithe Sand-Cone Method.
Dl-557 - Test Methods for Moisture-DensiEy
of Soils and SoiL-Aggregate Mixtures Using 1-0
Kg) Rammer and LB inch (457 mm) Drop.
E.
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ASTM D2157 - Test Method for Density and UniE weight, of
Soil in Place by ehe Rubber Balloon MeLhod.
ASTM D2922 - TesE Met.hods for DensiEy of Soil and Soil- I
AggregaEe in Place by Nuclear Methods (Shallow oepth) .
ASTT"I D3O1? - Test Methods for Moisture Content of Soil Iand Soil-AggregaLe Mixtures.
1.5 PRO.]ECT RECORD DOCUMENTS
Submit under provisions of Divisj.on 1.
Accurately record actuaL locations of utilities
remaining, by horizontal dimensions, elevations of
inverEs, and slope gradients.
1-. 5 QUAITTY ASSITRANCE
A. Testing and Inspection Service: owner will employ agualified independent geotechnical engineering Eesting
agency tso classify proposed on-siEe and borrow soil-s to
verify thac soils comply with specified requirements
and to perform required field and laboratory testing.
A.
B.
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PART 2 - PRODUCTS
2.1 MATERIAL,,S
A. Subsoil FiIl:
B. Subsoil Fill:
PART 3 - EXECUTION
3.1 EXAI"IINATION
ag
aE
Type
T)Pe
s1
s2
specified
snecified
Section 02205.
Section 02205.
1nin
A. Verify site conditions under provisions of Division 1.
B. Verify that survey bench mark and intended elevaEions
for Ehe lvork are as indicated.
3.2 PREPARATION
A. Identify required 1ines, levels, contours, and datum.
B. Stake and flag locations of known utilities.
C. LocaEe, identify, and protect utilities thaE remain,
from damage.
ROUGH GRADING vzzLL - z
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D.
E.
F.
Notify utility companies to remove and rel-ocate
utililies that are to be removed and relocated'
Protect. above and below grade utiLities that remain'
Protect plant 1ife, 1awns, and other features remaining
as a portion of final landscaPing.
Protect bench marks, existing strucEures, fences,
sidewalks, paving, and curbs from excavating equipment
and vehicular t,raffic.
3 .3 SI'BSOIL EXCAVATION
Excavate subsoil from areas to be further excavated,
re-landscaped, or re-graded.
Stockpile in area designated on site to height not
exceeding 8 feet. ProtecE from erosion. Remove
subsoil not being reused, from site.
Do noE excavate weE subsoil.
When excavating through rooEs, perform work by hand and
cut roocs with sharp axe.
3.4 FILI,ING
A. Fi]l areas to conEours and elevations with unfrozen
maEerials.
Place fitl materials on conEinuous layers and compact
in accordance with Schedule at end of Section.
MainEain opEimum moisture content of fill matrerials to
atstain required compacEion densiEy.
Make grade changes gradual - Blend slope into level
areas.
Remove surplus fill materials from site.
3.5 TOLERANCES
A. Top Surface of Subgrade: PIus or minus L/LO foor.'
3 .5 FIEI,D QUAI,ITY CONTROI,
A. Field inspection and testing will be performed under
provisions of Division 1.
A.
B.
D.
B.
(-
D.
E.
B. Testing Agency Services: Allow testing
inspect and test each subgrade layer'- Do
until test resultss for previously completed
comPliance with requirements.
ROUGH GRADING
agency to
not proceed
work verify
0221,1, - 3
l-. Perform field in-place density tests according !o
ASTM D 1555 (sand cone met,hod) , ASTM D 2LG7(rubber balloon method) , or ASTM D 2937 (drive
cylinder method) , as applicable.
a. Field in-p1ace density tests may also beperformed by the nuclear method according t,o
ASTM D 2922, provided that calibration curvesare periodically checked and adjusted tocorrel-ate to tests performed using ASTM DL555. With each density calibration check,check the calibraE.ion curves furnished withthe moisture gages according to ASTM D 3012.
b. When field in-place density tests areperformed using nuclear methods, makecalibration checks of both density andmoisture gages at beginning of work. on eachdifferent type of material encountered, andat intervals as directed by the Archit.ect.
2. Footing Subgrade: At footing subgrades, performat least one Eest of each soil stratum to verifvdesign bearing capacities.Subsequentverification and approval of other footing
subgrades may be based on a visual comparison ofeach eubgrade with related tested strata when
acceptable to the Architect.
3. Paved and Building Slab Areas: At subgrade and ateach compacted fiLl and backfill Iayer, perform atleast one fi-e1d in-pace density test for every2,000 sq. ft. or less of paved area or buildings1ab, buE in no case fewer than three tests.
C. When test.ing agency reports that subgrades are belowspecified densit,y, scarify and moisten or aerate, orremove and replace soil to the depth required,
recompacL and reEest until required density is obtain.
D. Compaction testing will- be performed in accordance with
ANSr/ASTM D698, AASHTO Tt_80, ASTM D2157 or ASTM D3017.
E. If test.s indicate Work does not meet specifiedrequirements, remove Work, replace and retest,.
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F. Frequency of Tests:
compaction at each fill
3.7 SCHEDUI-,ES
A. Subsoil Fill:
1. FiJ.l Type SL and 52 :
depch.
As reguired to maintain proper
l-if t st,aqe.
Maximum 8 inches compactsed
ROUGH GRADING 022Lr - 4
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2. Compact, to minimum 95 percent of Standard ProcEor
Oen-sity aE optimum moisture content' Tolerance
shall egual -2 percent to +5 Percent''
END OF SECTION O22LT
I
ROUGH GRADING 022Lr - 5
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SECTION 02222 - EXCAVATING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Excavating for slabs-on-grade, paving'
dre i nece nOncis and swal-es .vrqf.^gYvt,
B. Excavating for site structures.
tanoscap]"ng,
I.2 RELATED SECTIONS
A. Section 01026 - Unit Price: Requirements appticable to
unit prices for the work of this Sectlon-
B. Sectj-on 01400 - Quality Control: Inspection of bearing
surfaces.
C. Section 01500 - Construction Facilities and Temporary
Controls: Dewatering excavatj-ons and water control .
D. Section 02010 - Geotechnicaf Exploration for Geotechnical
Report: bore hol-e locations and findings of subsurface
material-s.
E. Sectlon O22ll - Rough Grading: Topsoil and subsoj-l
removal from site surface.
F. Section 02223 - Backfilling.
1.3 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Excavation of SubsoiL Materials:
1-. Basis of Measurement: By the cubic yard.
2. Basis of Payment: Includes general excavation to
required elevations, loading and placing materials in
stockpile and removing from site.
3. Other Excavation: Payment will not be made for over
excavated work nor for replacement materials.
r.4 FIELD MEASUREMENTS
A. Verify that survey bend mark and intended elevations for
the Work are as indicated.
1.5 QUALITY CONTROL
A. Testing and Inspection Service: Owner shall employ a
qualified independent geotechnical engineering testing
agency to perform required field and laboratory testing.
EXCAVATING 02222 - r
PART 2 _ PRODUCTS
Not used.
PART 3 - EXECUTION
3.1 PREPARATION
A. Identify required lines, levels, contours, and datum.
B. I-,ocate, identify, and protect utilities that remai-n, from
damage.
C. Notify utility companies to remove and rel-ocate utilities
shown to be removed/relocated by drawlngs.
D. Protect plant life, lawns, and other features remaining as
a portion of final landscaping.
E. Protect bench marks, existing structures, fences,
sidewalks, paving, and curbs from excavation equipment and
vehi-cu1ar traffic.
3.2 EXCAVATION
A. Excavate subsoil requj.red to accomrnodate slabs-on-grade,
paving and site structures and construction operations.
B. Grade top perimeter of excavation to prevent surface water
from draining into excavation.
C. Hand trim excavation. Remove loose matter.
D. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd
measured by volume.
E. Notify Architect of unexpected subsurface conditions and
discontinue affected work in area until notified to resume
work.
F. Correct areas over-excavated in accordance with Section
02223.
G. Stockpile excavated materiaL in area designated on site
and remove excess material- not reused from site. Dispose
of in compliance with Local, State and Federal
regulations.
3.3 FIELD QUALITY CONTROL
A. Field inspection will be perforned under provisions of
Division 1.
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IEXCAVATING02222 - 2
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2.
3.
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Perform field in-place density tests according to ASTM
D 1556 (sand cone method) , ASTM D 2161 (rubber ball-oon
method) , or ASTM D 293'7 (drive cylinder method) , as
applicable.
Fie1d in-place density tests may also be performed
by the nucLear method according to ASTM D 2922,
provided that calibration curves are periodically
checked and adjusted to correlate to tests
performed using ASTM D 1555. With each density
cal-ibration check, check the cal-ibration curves
furnished with the moisture gages accordj-ng to
ASTM D 3017.
When field-in place density tests are performed
using nuclear methods, make calibration checks of
both density and moisture gages at beginning ofwork, on each different type of materiaf
encountered, and at j-nterval-s as direct by the
Architect.
Footing Subgrade: At footing subgrades, perform at
least one test of each soil stratum to verifv desiqn
bearing capaciti-es.Subsequent verification and
approval of other footing subgrades may be based on a
visual comparison of each subgrade with related testedstrata when acceptable to the Architect.
Paved and Building Slab Areas: At subgrade layer,
perform at least one fiel-d in-pace density test for
every 2,000 sq. ft. or less of paved area or building
slab, but in no case fewer than three tests.
When testi-ng agency reports that subgrade are below
specified density, scarify and moisten or aerate, or
remove and replace soil to depth required, recompact and
retest until required density is obtained.
Provj-de for visual inspection of bearing surfaces.
PROTECTION
Testlng Agency Services
and test each subgrade
resul-ts for previously
with requirements.
Protect excavationsor loose soil from
Protect bottom of
beneath foundation,
: Allow testing agency to inspect
layer. Do not proceed until test
completed work verify compliance
by methods required to prevent cave-in
fal-1inq into excavati-on.
excavations and soil adiacent to and
from freezing.
oF sEcTroN 02222
3.4
EXCAVATING
END
02222 - 3
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SECTTON 02223 - BACKFILLING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Site filling and backflJ-Iing.
B. Fill- under slabs-on-grade.
C. Fill under paving.
D. Consolidation and compaction as scheduled'
E. Fi]] for over-excavation.
1.2 RELATED SECTIONS
A. Section 0L026 - unit Price: Requi-rements applicable to
unit prices for the work of thj-s Section'
B. Section 01400 - Quality Control: Inspection of bearing
surfaces.
C. Section 02205 - Soil Materials.
D. Section 02010 - Geotechnj-cal Exploration for Geotechnical-
Report: bore hole locations and findings of subsurface
materials.
E. Section 02222 - Excavating.
F. Section 02275 - Rj.PraP.
G. Section 02510 - Asphaltic Concrete Pavement'
H. Section 03300 - cast-in-Place concrete: concrete
materi-aIs.
1.3 UNIT PRICE - MEASUREMENT AND PAYMENT
A. Fi1I Type 51 and 52:
1. Basis of Measurement: By the cubic yard'
2.BasisofPalrment:Includessupplyingfillmaterials,
stockpiling,scarifyingsubstratesurface,placing
where required, and comPacting.
I.4 REFERENCES
A. AASHTO T180 - Moisture-Density Rel-ations
1O-1b (4.54 kg) Ranner and an L8-in' (457
BACKFILLING
of Soils Using a
mm) Drop.
02223 - L
ANSI/ASTM D698 - Test Methods for Moisture-Density
Relations of Soils and Soil-Aggregate Mixtures, Using 5.5
lb (2.49 Kg) Rammer and 12 lnch (304.8 mm)Drop.
ANSI/ASTM D1556 - Test Method for Density of SoiJ- in Place
by the Sand-Cone Method.
ANSI/ASTM D1557 - Test Methods for Moisture-Density
Relations of Soils and Soil-Aggregate Mixtures Using 10 tb
(4.54 Kg) Rammer and 18 inch (457 mm)Drop.
ASTM D2167 - Test Method for Density and Unit Weight of
Soil- in Place by the Rubber Balloon Method.
ASTM D2922 - Test Methods for Density of Soil and Soil-
Aggregate in Place by Nuclear Methods (Sha1low Depth).
ASTM D3017 - Test Methods for Moisture Content of Soil and
Soil-Aggregate Mixtures.
QUAI.,ITY ASSURANCE
Testing and Inspection Service: Owner shall employ agualified independent geotechnical engineering testing
agency to perform required fietd and laboratory testing.
- PRODUCTS
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D.
16
PART 2
2.r
A.
PART
A.
P
3.2
A.
FILL MATERIALS
Fill Type 51 and 52:
- EXECUTION
PREPARATION
As specified in Section 02205.
Compact subgrade to density requirements for subsequent
backfill materials.
Cut out soft areas of subgrade not capable of in situ
compaction. Backfill with Type 51 and 52 fill and conpact
to density equal to our greater than requj-rements for
subsequent fill material .
BACKTILLING
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BACKFILLING uzzz5 - z
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A.Compact subgrade to density requirements for subsequent
backfill materials.
Systematically backfill to a11ow maximum time for natural
settlement. Do not backfill over porous, wet, frozen or
spongy subgrade surfaces.
Place qeotextile fabric over?
D.
E.
Drawings.
Soil Fi1l Type 51 and 52: Pl-ace and compact material in
continuous layers not exceeding 8 inches compacted depth.
Employ a placement method that does not disturb or damage
other work.
Maintain optimum moisture content of backfiLl- materials to
attain required compaction density within a moisture range
of 0 to 2?.
Make gradual grade changes. Blend slope into leve1 areas.
Remove surplus backfill materials from site.
TOLERANCES
Top Surface of Backfilling Under Paved Areas: Plus or
mi-nus 0.08 feet from required elevations.
Top Surface of General Backfilling: Plus or minus 0.08
feet from required elevations.
FIELD QUALITY CONTROL
Field inspection wilI be performed under provisions of
Di-visi-on L.
Testing Agency Services: Al-Iow testing agency to inspect
and test each subgrade layer. Do not proceed until test
resul-ts for previously completed work verify compliance
with requirements.
1. Perform field in-pace density tests according to ASTM
D 1556 (sand cone method) , ASTM D 2161 (rubber balloon
method) , or ASTM D 293'7 (drive cyllnder method) , as
applicable.
a. FieLd in-place density tests may aLso be performed
by the nucl-ear method according to ASTM D 2922,
provided that calibration curves are periodically
checked and adjusted to correlate to tests
fi-]l where shown on the
3.4
H.
A.
A.
BACKFILLING 02223 - 3
performed uslng ASTM D 1556. With each density
calibration check, check the cal-ibratj-on curvesfurni-shed with the moisture gages according to
ASTM D 3017.
When field-in place density tests are performed
using nuclear methods, make cali-bration checks ofboth density and moisture gages at beginning ofwork, on each different type of material
encountered, and at intervals as direct bv theArchitect.
Footing Subgrade: At footing subgrades, perform atleast one test of each soil- stratum to verify designbearinq capacities.Subsequent verification and
approval of other footing subgrades may be based on avisual comparison of each subgrade with related testedstrata when acceptable to the Architect.
Paved and Building Slab Areas: At subgrade layer,perform at least one field in-pace density test forevery 2,000 sg. ft. or less of paved area or building
sLab, but in no case fewer than three tests.
Foundation Wal-L Backfill: In each compacted backfilllayer, perform at least one fieLd in-place densitytest for each 100 feet or less of waII length, but no
fewer than two tests along a wall face.
Trench Backfill: In each compacted initial and finalbackfilL layer, perform at ]east one field in-placedensity test for each 150 feet or l-ess of trench, but
no fewer than two tests.
When testing agency reports that subgrade are belowspecified density, scarify and moisten or aerate, or
remove and replace soil to depth requi-red, recompact andretest until requi-red density is obtained.
If tests i-ndicate Work does not meet specified
requirements, remove Work, replace and retest.
PROTECTION OF FINISHED WORK
Protect finished Work under provisions of Division 1.
Reshape and
traffic.
re-compact fi1ls subj ected to vehicuLar
SCHEDULE
Fill Under Sodded Area:
Fil1 Type 51 and 52 to 4 inches below finish grade,
compacted to 85 percent of Standard Proctor Density.
R Fj-ll Under landscaped Areas (Unsodded):
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BACKFlLLING 02223 - 4
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1. FilI Type Sl- and 52, to fill to finish grade,
compacted to 85 percent of Standard Proctor Densi-ty.
C. FilI for Berning (Unsodded) :
1. Fill- Type S1 and 52, to f i-l-l- to f inish grade,
compacted to 85 percent of Standard Proctor Density.
D. FilI Under Asphalt and Concrete Paving:
1. Fill Type 51 and 32, to fill to finish grade,
compacted to 95 percent of Standard Proctor Density.
END OF SECTION 02223
BACKFILLING uzzzS - J
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I sEcrroN 02s10 - AS'HALTT. .'NCRETE
'AVTNG
I PARrl-GENERAL
1.1 SECTION INCLUDES
A. Asphaltic concrete pavlng and surface seaLer; binder
course and surface course.
B. Aggregate sub-base course.
I 1.2 RELATED SECTIONS
I A. Section 02211 * Rough Grading: Preparation of site for
r paving and base.
Tr B. Section 02223 - Backfitling: Compacted subbase for
naving.I r--
I 1.3 UNIT PRICE - MEASUREMENT AND PAYMENT
I A. Asphalt Pavement Mix (Binder Course):T
1. Basis of Measurement: By the square yard,
I 2. Basis of Payment: Includes mi-x design, supplying to
I site, testing.
I B. Asphalt Pavement Mix (Wearing Course) :
I 1. Basis of Measurement: By the square yard.
I 2. Basis of Payment: IncLudes mix design, supplying to
I sj.te, testing.
I C. Asphalt Pavement Placed:
I 1. Basis of Measurement: By the square yard per lnch
thickness.I 2' :l:ii"n""":?#:::' or"'"1;tn:0":-.:o::o.?;'n"n..:""i;''li!ltesting.
. I.4 REFERENCES
I A. MS-2 - Mix Design Methods for Asphalt Concrete and OtherI Hot Mix Types - The Asphalt Institute (Ar1.
I B. MS-3 - Asphal-t Plant Manual - The Asphalt lnstitute (AI).
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C. MS-8 - Asphal-t Paving Manual - The Asphalt Institute (AI).
I D. MS-19 - Basic Asphalt Emulsion Manual, The Asphalt
Institute (AI ) .
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ASPHALTIC CONCRETE PAVING 02510 - 1.
r
E. ASTM D946 - Penetration-Graded Asphal-t Cement for Use in
Pavement Constructi-on.
F. CDOI - CoLorado Department of Transportati-on Standards and
Specifications for Road and Bridge Constructi-on (CDOT)
latest edition.
1.5 PERFORMANCE REQUIREMENTS
A. Paving: Designed for light duty parking and movement of
trucks up to 40,000 1bs.
1.6 QUALITY ASSURANCE
A. Perforrn Right-of-Way Work in accordance with the Standards
and Specifications of the presiding jurisdiction for
Roadway Design and Construction.
B. Mixing Plant: Conform to CDOT.
C. Obtain materiaLs from same source throughout.
D. Maintain 1 copy of each standard on site.
T.'7 REGULATORY REQUIREMENTS
A. Conform right-of-way work to the Standards and
Specifications of the presiding jurisdiction for Roadway
Design and Construction.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Do not place asphalt when base surface temperature is less
than 50 degrees F, or surface is wet or frozen.
PART 2 - PRODUCTS
2.I MATERIALS
A. Asphalt Cement: In accordance with CDOT.
B. Aggregate for Binder Course Mix: In accordance with CDOT.
C. Aggregate for 9learing Course Mix: In accordance with
CDOT.
2.2 ACCESSORIES
A. Primer: Cutback asphalt type AASHTO M-82, MC-30, MC-70 or
MC-250.
B. Tack Coat: Grade CSS-1h
ASPHALTIC CONCRETE PAVING
in conformance with AASHTO M-208.
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025L0 - 2