HomeMy WebLinkAboutVAIL VILLAGE FILING 2 TRACT D EAGLE RIVER WATER & SANITATION 2000-2006 PART 3 LEGALo
DEPAR
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DEVELOPMENTTOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2138
TMENT OF COMMUNITY
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P02-0039
Job Address: 846 FOREST RD VAIL Status . . . : ISSUED
Location.....: 846 FOREST ROAD Applied . . : 05102/2002
Parcel No...: 210107209001 lssued . . : 05/17/2002
ProjectNo Qf-SOZ-O j] Expires..: 11113/2002
O$INER EAG],E RIVER WATER & SANITATIO5/O2/2}O2 PhONC:
846 FOREST RD
VAIIJ CO
8L657
I-,icense;
CONTRACTOR AVALANCHE PLUMBING & HEATTNG0S/02/2OO2 Phone : 970-328-442L
P.O. BOX 428
EAGLE, CO
81-631
L1cense : 236-P
APPT.,TCANT I{ARNEY-NArLL, rNC. 05/ 02/2OO2 Phone : 97O-748-9'750
P.O. BOX 6429
AVON, CO
8L620
Li,cense:
Desciption: TENANT REMODEL
Valuation: $10,000.00
Fireplace lnformation:Restricted: ?? # ofGas Appliances: 11 h ofGas Logs: ?? # of wood Paller: ??
ir * + **,1*,t:t* 'a,t,* t *:i,*
Plumbing--> 9150 . oO Restuarant Plan Review--> S0 . 00 Total Calculated Fees---> 5190. 50
Plan Check--> $3?. so DRB Fee----------> $0.00 Additional Fees-----> S0 - 00
Investigarion-> $0. oo ToTAL FEES-------> $190.50 Total Permit Fe€------> s190 - 50
WillCall---> S3. oo Payments---------'-'------> 5190 ' 50
BALANCE DUE-----> $0.00
Item: 05100 BUILDING DEPARTMENT
05/L6/2oo2 cDAVrs Action: AP
Ttem: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI_,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
* +* * * * * 't* * t * t * rr t * ir *,t * 'l'l * | I + l* *,a* 'l:l:a *,| * | *,4 * t l.,i 'rt +*,* *,t i * * 't* **'!++***'l*'i t *'| * i* l* t *:t ***l|t 't'"* t | | t' r't:l
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 conect. I agree to comply with the information and plot plan, to comply with all
Torvn 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 HOURS IN ADV 479-2138 OR AT OUR OFFICE FROM t:00 AM - 5 PM.
OR CONTRACTOR FOR HIMSELF ANDOWNET
TOWNOFVAIL, COLORADO Satmeirt
Statenent Number: RooooO24O5 Amount: $190.50 O5/L7/2OO2O9:5? Alrt
Pa)ment Method: check Init: Irc
Notation:
*42 93 /Avalanche Plunbing
Permit No: P02-0039 T)4)e I PLIIII{BING PERUfT
Parcel No: 210107209001
Site Addresa: 845 FOREST RD rrAIIr
Location: 845 FORE8T ROAD
Total Feee: $190.50
Thia Palment: $190.50 Total ALL, PmtE: $190.50
Balance: 90. O0
a+a++*f*a**++a+f+a**f++a**+a*a+***a*****r+++*'}fla+r*a*ifar*aa'}'i*{rr}tt}{'aaaf**aa+aa+a+a*'}aaata+
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 37.50
PP OO1OOOO31112OO PLUMBING PERI'IIT FEES 15O.OO
t.lc 00100003112800 t.ltll CALL INSPECTI0N FEE 3.00
I
NVt{W
75 S. Frontage Rd
Vail, Colorado 81
CONTRACTOR INFORMATION
PLETE VALUATION FOB._PLU MBTNGIEE]'qI (Labor & Materiats)
PLUMBING: $ it ,il ''-i
Offrce at 970-or visit forParcel #
*'rl!t*t*******:tt*it*****t******t**r*r****FOR OFEICE USE ONLYr*r**rnr*n**r*it*r**jri*,r***r*rrri*.i*
F/everyone/forms/pl mbperm
JobAddress: gvr" F"{rlsr fu, dr,u, Co
Filing: Z PpmmFT"c
ng.?t t>? !)Mdress:gq6 6w*, Ro l)frt.G Phon"rllo.rrTb-
Detaifed description of work: fe.,,r*l\'r (t*o$ ou
WorkClass: New() Addition( ) Alteration(X) Repair( ) Other( ) /&r*cD€u
Type of Bldg.: Single-family ( ) Duptex ( ) Multi-family ( ) Commercial ffi Restaurant ( ) Other ( )
No. of Existing Dwelling UniB in this building: Nlh No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No
o o
l
TOI^/NOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2738
ELECTRICAL PERMIT
Job Address: 846 FOREST RD VAIL
Location.....: 846 FOREST RD
ParcelNo...: 2'1.0'1.07209001.
Project No :
OWNER EAGI-,E RIVER WATER & SANITATIO4/30/2O02
846 FOREST RD
VAIL CO
41557
License:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
Uc-.l U.t\-1 (
)-'ec,? E--r-\-
Permit #:
Status . .
Applied.
Issued .
Expires.
Phone:
EO2-0052
.: ISSUED.: 04/30/2002
.: 05/03/2002.: 10/30/2002
CONTRACTOR D.P. ELECTRIC
P.O. BOX 711
EDWARDS, CO
84632
License: l-l-9-E
APPI,ICANT D.P. ELECTRIC
P.O. BOX 7l_1
EDWARDS, CO
at632
License: 1-1-9-E
04/30/2OO2 Phone 3 97O-926-41-4O
04/30/2OO2 Phone z 9'7O-926-4L4O
Desciption: TENANTREMODEL/UPDATINGELECTRICALSERVICE
Valuation: $18.500.00
FEE SUMM,{RY
Electrical------>
DRB Fee----->
Investigation--->
Will Call----->
TOTAL FEE}->
9342.00
$0.00
$3.00
9345 - 00
Total Calculated Fees-->
Additional Fees------>
Total Permit Fee------->
Payments----------->
BALANCE DUE-..-.-->
s345.00
$0.00
9345.00
s34s.00
$0.00
Approvals:Itelm: 05000 ELECTRICAI-, DEPARTMENT
o4/3o/2o02 DF Action: AP
Item: 05500 FIRE DEPARTMENT
Cond: 12
(BLDG. ) :
CONDITIONSOF APPROVAL
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this applicatioo filled out in full the inJormation 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 zoninl
and subdivision codes, desrgn review approved, Uniforrr Buitding C-ode and other ordinances of the Tov"n applicable
thereto.
REQUESISFOR INSPECTIONSHALL BE MADETWENTY-FOI'RHOLJRS IN ADVAI)4E BYTElspnOr.rs AT47+2138 OR ATOLJROFFICE FRoM ttrAM-sPM. ' ' h'a/--v/-
OFOWNER OR CONTRACTOR FOR HITISELF AND OWNEI
DEPARTM ENT oF coMMUnO orurroPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALl- TIMES
ADD/ALT COMM BUILD PERMT
846 FOREST RD VAIL
846 FOREST RD
2r0l07209001
Permit #: BO2-0022
Status . . .
Applied. .
lssued . . .
Expires . . .
Phone:
,\ t(Ua..^-\ VtL\ct7r X()
: ISSUED
: 02/28/2002
: 02/28/2002
: OBl27/2002
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL. CO 81657
970-479-2138
Job Address:
Location.......:
Parcel No....:
Project No . :
OWNER
co}flrRAcToR
APPLICANT
Building--->
Plan Check-->
lnvestigation->
Will Call--->
Desciption:
RETROFIT OF EXISTING AND INSTALLATION OF NEW EQUIPMENT
EAGI.,E RIVER WATER & SANITATI02/28/2OO2
845 FOREST RD
VAII-, CO
8L657
L,icense:
STANEK CONSTRUCTORS, INC
4OO CORPORATE CIRCLE
SUITE A
GOr_,DEN, COLO 80401"
I-,icense: 26L-A
STANEK CONSTRUCTORS, INC
4OO CORPORATE CIRCI,E
SUTTE A
GOLDEN, COLO 80401
License:
02/28/2002 Phone:
02/28/2002 Phone: 303-980-8233
F2
II FR Type Il Fire Resistive
n.,
Occupancy:
Type Construction:
Type Occupancy:
Valuation: $45,000.00
Fireplaca Information; Resrictcdl
Add Sq Ft:
# ofcas Logs: 0# ofGas Appliances: 0
$455 - 00 Restuarant Plan Revieu'->
$29s. ?s DRB Fee------------>
$ 0 . 00 Recreation Fee---------->
93.00 Clean-upDePosit------->
TO rAL FEES------------->
s0 .00
$0.00
$0.00
s0.00
s753 . ?5
$0.00
s753.75
s0.00
Cond: l2
(BLDC.): FIELD INSPECTTONS ARE REeUTRED TO CHECK FOR CODECOMPLIANCE.
fu{ ,t"r:' ...rtf
\v
# of wood Pe llet: 0
Total Calculated F'ees->
Additional Fees-------->
Total Pemrit Fee----->
Payments-----------2
BALANCIi DUE----->
Approvals:Item: 051-00 BUIIJDING DEPARTMENT
02/28/2Oo2 JHM Action: AP
Item: 05400 PLANNING DEPARTMENT
Item: 05600 FrRE DEPARTMEMT
Ttem: 05500.PIIBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll 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 HOURS IN ADVANCE BY TELEPHONE AT 479.2138 OR AT OUR OFFICE FROM E:OO AM . 5 PM.
Scrd Clcer-rp Dcpocit To: N/A
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
*+* ***** **** **+* ************.+* * * ******+***++*+ ****+******* ** *+** * ********** ***** **+*++++**+r
TOWN OF VAIL, COLORADOCopyR:prlntcd omtL1&2o02ltl3z23:oil U2fnnW2
Statement
* ** * 'l ++* '1.,! ****** {. *,} *******:1.**:lf * f*** ** * ** * * * *+ t * *******,t*********,i,}***'1.****,t1.** ***+{t*:}******
staeement Number: Roooo02o05 Amount: $753 -75 02/28/2OO2OL:22 Pilt!
Pa)zmen! Metshod: check Init: DF
Notation:
Permit No: BO2-O022 T)4)e: ADD/ALT COMM BUILD PERI*IT
Parce1 No: 2LOLO72O9OO!
site Address: 845 FoREST RD vArL
Location: 846 FOREST RD
TotsaI Fees: $753.75
This Palzmerrt: $?53 .75 Tot.al ALL PmLS: $753 .75
Balance: 50.00
*1.** *****:I *!N**** * **:t *+**+*,i*t.fi.*+*****************************{.***+****+++++:1.tt********+*+*'t+
ACCOTINT ITEM LIST:
Account Code Descr^iption Current Pmts
BP OO1OOOO31111OO BUILD]NG PERI.IIT FEES 455.00
pF 00100003112300 PIAN cHEcK FEES 295.75
I^JC OO1OOOO3112BOO WILL CALL INSPECTION FEE 3.OO
ll
NWtl0FVt
75 S. Frontage Rd.
Vail, Colorado 81657
Separate Permits a
co
OMPLETE OR U
Project #:
Building Permit #:
plumbing,
e
OR INFORMATION
General Contractor:Slq11.Y Cansf.
Crntact and Phone #'s:
30? - ?ga- 62 3 3
'9'ur'2
BUTLDTNG: $ 20.0oo
PLUMBING: $TOTAL: $
COMPLETE VALUATIONS FOR BUILDING PE bor & Materials
a-#6rAN Contact Eaqle CountyAssessors office at g7b>?2&86e,a visit www. eaole-countv. con
Parcel # ?lO\ ("Tz-Aa 6 o\ o O2-.
Jiiflplication will not be accepted without parcel number)
rob Name: l/t, " uk/rf- (,1v Job Address: gqa -ezes- 4J
Legal Description Lot:Block:Filing:Subdivision:
owners Name: €** fl'72 tJa e'<Address: er6 pizg-'e/.Phone:gp-t176- 7C€c)
ArchitecVDesigner. 6(Nn + 6/{.<//Address: /65" CG //uO. s",* Zoo Phonei Jo3-Z{?.svoo
Engineer: (rl<lr,rn c to..lJ,rc4 ll Address: 6oL4+t ,Q oouol Phone: ,,t t'
Detailed description of work: (er/^O 6f pg: y'.rtsh t1 .," / rastu//tt n.u,oF Fe<) Lil*/.t<,-?
WorkClass: New( ) Addition( ) Remodel ftJ Repair( ) DemolQ Other( )
Work Type: Interior QQ Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Ofrer (l) /dOUc Ct/a2t
No. of Existing Dwelling Units in this building: NOAA No. of Accommodation Units in this building: Uolt--o
6\/Noflvpe of Fireolaces Existinq: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
furro"of Fireolaces Prooosed: Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (,4 ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
Fees:
F:/everyone/forms/bldgperm
of Construction:
G
**************r***********************FOR OFFICE USE ONLY*"********r.**************if********it***
TOI\AI OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2738
toortr*r oF .'NMUMTY orutorr*,
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E02-0016
Job Address: 846 FOREST RD VAIL Status. . . : ISSUED
Location.....: 846 FOREST RD Applied . . : 02/28/2002
ParcelNo...: 2L0107209007 Issued. .: 03/05/2002
ProjectNo: QOX0Z-0132- Expires..: 09/01,/2002
orrNER EAGL,E RIVER WATER & SANITATIO2/2g/2OO2 Phone:
846 FOREST RD
VAIL CO
816 57
Iricense :
colrrRAcrot.-'rnr pHese rr-,ncrnrg o2/28/2oo2 Phone 97o-524-7L35
\ 0325..I{ARDSCRABB]-,E ROAD
GYPSI'M CO
8L637
License:118-E
APPLICANT TRI PI{ASE ELECTRIC O2/28/2OO2 Phonez 970-524-7!35
0325 HARDSCRABBLE ROAD
GYPST]M CO
aL63 7
I-,icense: L18-E
Desciption: CONNECT POWER AND CONTROLS TO NEW tIV EQUIPMENT SUPPLIED BY
OWNER
Valuation: $13.700.00
FEE SUIvIN{ARY
ElL'ctrical------->
DRB Fee------->
Investigation---->
Will Call----->
TOTAL FEES->
s2 52 - 00
so.00
$0.00
$3.00
$255.00
Total Calcu latcLl Fces-> $255.00
Addihonal Fe'es------->s0.00
Total Permit Fee-----> S255. oo
Pavments----------> 5255.00
BALANCE DUE..-_..>so.0o
Approvals:I€e-n: 06000 EL'ECTRICAL DEPARTMEIiII|
o2/28/2oo2 DF Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITIONSOF APPROVAL
Cond:12
.::-1.:::.1":."::.."."":..::::-'.:":::.::..::...::.::.:::.:...::".:::.:":.::-:"::.'-..-"":I"T-'.T.-"""-;
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the inJormation required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
r ,o1
"J-;" iq,"r,r*or."or-l-DEuTEp1.
t ,o.rr".1", .AGE =r^,
':j:: If.
;pf..pf"* ai-ilfy*itf,"U fownotdrtrancesJIdSLEbr^rr, *a tobuildthis stuch'e accordins-to-thetorarurszorrhl
qndsubdf,Usiapcdee-desienr,ariewappnwe4Unirorrnr.,ffingCod€ando6erorOinanclof YY-W*q'.qmPr i .1,, .: Ii,;**,"i#"-t,gry*n"$*or rror^DEr{r/ENry-FouR"r*^^-,i*tre Wy*uT"nf *o'F[cErtorltflAM-t
..... . .. . ::.,. .i ,:: .
'..,i , l; ,'
:
; ," i ,i ,i l,
'.)' '.i rig pvd crulo3-El :FvFtd rul gngL-rzg-glE 69:Er zggzlga,lEg
***** * * l***** i!* **+ * ,|.* +|{.**+*t*i****,1* ++*********l*i* *******+* * * * f* * l|. * * + + * + +* + {. r * * | * * ** 1. +****
TOWN OF VAIL, COLORADO Statement**l**** + * **{'***** ***+{' * * **t*** *t****** | *+******tt+* ++t +,t*t* ***+*****t+* + ++ + * * ** * + * ** + * * t* 1* *
Stsatement Number: R000002013 Amount: $255.O0 03/05/ZOO2L2t37 pttl
Payment Method: Check Init.: LC
Not.aE,ion: *L3995 lTrj- Phaae Elect
Permit No: 802-0015 Type: ELECTRICAL, PERMIT
Parcel No: 210107209001
Site Address: 845 FOREST RD VAIL
Location: 846 FOREST RD
TotaL Fees: $255.00
This Payment: $255.00 Tot,al ALL Pmts; $255.00
Balance: 50,00
{.**,1.* i ** * * ***** +* + * *******{.* l. **l * *i. **l*********** + lt f*+ i {. **|lii*++**+ +*lt* t tt** * **+** *** *****t*
ACCOUNTITEM LIST:
Account Code Descniption Current Pmts
EP OO1OOOO31114OO TEMPOMRY PO|,IER PERI,IiTS
I.IC OO1OOOO3112BOO WILL CALL INSPECTION FEI
252.00
3.00
3&
IOVNOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
SOUPLETE oR UN
CONTRACTOR IN FORMATION
Building Permit #:
Electrical Permit #:
97 O- 47 9 - 2149 (Inspections)
Electrical Contractor:7r, Fksz Eterj.
Town of Vail Reg, No.:CBntrF and Phone #'si qio S.2.t _ r/ 35-
- lc-,h ^ //12 --
ryW'"tilnL L7 Alo - 3?os-
\CO,TnPETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALt OTHERS (Labor & Materials)
AMOUNT OF SQ FT ]N STRUCTURE:ELECTRICALVALUATION: $ l-< )o.> -
Contact Assessors Office at 970-328-8640 or visit for Parcel #
Parcel # (Required if no bldg. permit # is provided above)
Job Name:Job Address:
Legal Description Lot:Block:Filing:Subdivision:
Owners Name: ll Address:Phone:
Engineer:Address:Phone:
o-*',f descri{ionof work:Q>^.4 Fbut . * (u^*r- lt -f'- /leu UV qrt-^.Vn'+^
Jta;/:.tflt1q I 4r.y OrJ n< n-
Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Temp Power( ) Other( )
WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplex ( ) MulU-family ( ) Commercial ( ) Restaurant ( ) O$er ( )
No. of Existing Dwelling Units in this building: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: Yes ( ) No (
************************************'l**FOR OFFICE USE ONLY"******************'t*****************
Other Fees:Date Received:
DRB Fees:AcceDted Bv:
Planner Srqn-off:
F:/everyone/formtelecp€rm
$k{';H;,,
Tel (30) 239-540O
Fex: (303) 239-5454
www.brownandcaldwell.com
P:\Data\GEN\Eaglc-tuvcrweil UV Follo$-up\l€ttcr DAtr{ - TovN 9-17-ol.doc
Enuironmental Etgineers
o REcD ocT - 6 2oo,
Town of Vail
0FFFf,;: ffi0PY
October 2,2002
Town of Vail
Building Dept.
75 S. Frontage Rd.
Vail, Colorado 81657
Attn: J.R
Subject: Vail Wastewater Treatment Plant Ultraviolet Disinfection System
Reference: Town of Vail Permit E02-0016 andB02-0022
To Whom It May Concern:
This letter is to verify that this project was designed under my supervision. The
design was intended to be in accord with all applicable codes and standards, and
with the {JV system manufacturer's specifications and requirements.
Based on periodic inspections both during and after the construction phase, I
believe the installation to be in accordance with the plans and specifications.
If you have any questions about the services provided or any other aspect ofthe
project, please give me a call.
Sincerely,
BROWN AND CALDWELLkks'
Project Manager
CC:
Robet Trueblood, Eagle River Water and Sanitation District
Bill Nelson, Stanek Constructors, Inc.
Consultants
PROJECT MANUAL
for
Vail WWTP UV Installation
Brown and Caldwell
7697 Cole Boulevard, Suite 200
Golden, Colorado 80401
October 2001
For Information Regarding this Project Contact:
David A. Myers, P.E.
(303) 239-s476
Town of Vail
OFFIC; OO
Eagle River Water &
Sanitation District
DAVID A. MY€NS
174/l2
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9f,
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Eagle River Water &
Sanitation District
PROJECT MANUAL
for
Vail WWTP UV Installation
Brown and Caldwell
1697 Cole Boulevard, Suite 200
Golden, Colorado 80401
October 2001
For Information Regarding this Project Contact:
David A. Myers, P.E.
(303) 239-s476
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VAIL WASTEWATER TREATMENT PLANT ULTRAVIOLET INSTALLATION
PROIECT MANUAL TABLE OF CONTENTS
I
Division 0 - Bidding Requirements, Contract Forms and Conditions of Contract
Section No. TitleI
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00020
00100
00200
00410
00505
00510
00600
00650
00670
00700
009r0
00920
Division I - General Requirements
Section No. Title
01010
01014
01015
01060
01071
01300
01310
01380
01500
01560
01660
01662
0t720
01730
01999
Invitation to Bid
Instructions to Bidders
Bid Form
Bid Bond
Notice of Award
Agreement
Performance, Paynnent and Warrantee Bond
Certifi cate of Insurance
Notice to Proceed
General Conditions
Certificate of Final Completion and Acceptance
Notice of Final Payment
Summary of Work
Work Sequence
Contractor's Use of Premises
Safety and Health
Standard References
Submittals
Construction Schedule
Photographs
Contractor's Utilities
Environmental Controls
Operational Testing
Commissioning
Record Drawings
Operation and Maintenance Information
Reference Forms
2t/21285
Rev. l0/l l/01Vail WWTP UV Installation
VAIL WASTEWATER TREATMENT PLAI{T ULTRAVIOLET INSTALLATION
PROIECT MANUAL TABLE OF CONTENTS
(continued)
Division 3 - Concrete
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Section No.
03200
03300
03600
Division 5 - Structural Metals
Section No.
05100
05501
05505
05530
Division 11 - Equipment
Section No. Title
1 1738
Division 16 - Electrical
Section No.
16001
Drawings
Title
Concrete Reinforcement
Cast-in Place Concrete
Grout
Title
Structural Metals
Anchor Bolts
Miscellaneous Metals
Grating
Installation of Owner-Fumished I-IV Svstem
Title
Requirements for Electrical Work
ll 21121285
Rev. l0/l l/01Vail WWTP uV Installation
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Division 0
Bidding Requirements, Contract Forms and
Conditions of Contract
I Section No. Title
- 00020 Invitation to Bid
I 00100 Instructions to Bidders
00200 Bid Form
r 00410 Bid Bond
I 00505 Notice of Award
00510 Agreement
I 00600 Performance, Payment and Warrantee Bond
I 00650 Certificate of Insurance
00670 Notice to Proceed
t 00700 General Conditions
t 00910 Certificate of Final Completion and Acceptance
00920 Notice of Final Payment
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SECTION OOO2O
INVITATION TOBID
PROJECT: VaiI WWTP UV Installation
CONTRACT NO.:
(Bngineer): Brown and Caldwell (Owner): Eagle River Water &
Sanitation District
Sealed bids will be received by the Eagle River Water & Sanitation District, 846 Forest Road,
Vail, Colorado 81657, until 2:00 p.m. local time November 15, 20o1. Bids received after this time
will not be accepted and will be retumed unopened.
At said place and time, and promptly thereafter, all bids that have been duly received will be
opened publicly and read aloud. All interested parties are invited to attend. The Owner reserves the
right to reject any and all bids and to waive irregularities or informalities in any bid.
The work to be performed generally includes:
The construction and installation of a new unltraviolet (UV) disinfection system at the Vail
WWTP according to the attached plans and this specification. The OWNER will supply the UV
equipment, to be installed by the CONTRACTOR.
Bids shall be submitted on a lump sum basis.
Copies of the Drawings and Project Specifications for use in preparing Bids may be obtained
at the District offices at 846 Forest Road, Vail, Colorado, or from the Engineer after October 15,
2001. Mailing address: Brown and Caldwell, 1697 Cole Boulevard, Suite 200, Golden, Colorado
8&101 upon paying $50.00 for each set of Bidding Documents. Payment is to be made to Engineer.
All payments made for Drawings, Specifications, and Contract Documents are nonrefundable.
Copies of the Drawings and Project Specifications are also on file and may be examined at
the Engineer's address during normal working hours after October 15, 2001 .
Each Bidder shall file with his Bid a cashier's check, or a Bid Bond, in accordance with the
Instructions to Bidders.
The Bidder to whom a Contract is awarded will be required to furnish a Performance,
Payment and Warranty Bond guaranteeing faithful performance.
No Bids may be withdrawn within a period of sixty (60) days after the date Bids are opened.
A mandatory Prebid Conference will be held at the Vail WWTP, 846 Forest Road, at 10:00
a.m. on October 23,2W1.
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Bids will be considered onlv from Bidders who have attended the Prebid Conference. Bids
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from Bi indicated in the Engineer's records to have been in attendance at the Prebid
Conference will be retumed unopened.
OWNER:
Eagle River Water & Sanitation District
Dennis Gelvin
District Manager
Published in:
Eagle Valley Enterprise
October 11,18,2001
Vail Daily
october 9, 16, 2001
*'kEND OF SECTION**
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SECTION OO1OO
INSTRUCTIONS TO BIDDERS
PROJECT: Vail WWTPUV Installation
CONTRACT NO.:
I (Bngineer): Brown and Caldwell (Owner): Eagle River Water &
Sanitation District
T PART I--DEFINEDTERMS
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Terms used in these Instructions to Bidders which are defined in the General Conditions have
I the meanings assigned to them in the General Conditions. The term "Successful Bidder" means the
t lowesr, qualified, responsible Bidder to whom Owner (on the basis of Owner's evaluation as
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hereinafter provided) makes an award.
PART 2--COPIES OF CONTRACT DOCUMENTS
| 2.ol
I Complete copies of the Drawings and Project Specifications for use in preparing Bids may
r be obtained from the Engineer. All payments for Bidding Documents are non-refundable.
I 2.02
- No partial sets of Bidding Documents will be issued. Complete sets of Bidding Documents
I shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors
or misinterpretations resulting from the use of incomplete sets of Bidding Documents.
I 2.03
I Owner and Engineer will make copies of Bidding Documents available on the above terms for the
t purpose of obtaining Bids on the Work only and do not confer a license or grant for any other use.
I PART 3--QUALIFICATIONS OF BIDDERS
I 3.or
Each Bidder must be prepared to submit written evidence of his qualifications to pedorm the
I Work as set forth in Part 17 of this Instructions to Bidders. Bidders may be required to submit
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evidence that they have a practical knowledge of the particular Work bid upon, and that they have
the financial resources to complete the proposed Work. In determining the Bidder's qualifications,
the following factors will be considered: work previously completed by the Bidder and whether the
Bidder (a) maintains a permanent place of business, (b) has adequate plant and equipment to do the
Work properly and expeditiously, (c) has the financial resources to meet all obligations incident to
the Work, and (d) has appropriate technical experience. Each Bidder may be required to show that
he has handled former work so that no just claims are pending against such work. No Bid will be
accepted from a Bidder who is engaged in any work which would impair his ability to pedorm or
finance this Work.
3.02
Each Bid must contain evidence of Bidders qualification to do business in the State of
Colorado.
PART 4.-EXAMINATION OF CONTRACT DOCLMENTSI VISIT SITE
4.01
Before submitting a Bid, each Bidder must (a) examine the Contract Documents thoroughly;
(b) visit the site to familiarize himself with local conditions that may in any manner affect cost,
progress or performance of the Work; (c) familiarize himself with Federal, State, and local laws,
ordinances, rules, and regulations that may in any manner affect cost, progress, or performarice of
the Work; (d) study and carefully correlate Bidder's observations with the Contract Documents; and
(e) attend the Pre-Bid conference and site visitations described in Part 6 herein.
4.02
Access to the site may be ananged through the Owner by contacting James Edwards, Icad
Operator, Telephone: 970-416-7480. Site access will be limited to normal working hours and to
pre-arranged times.
4.43
The submission of a Bid will constitute an incontrovertible representation by the Bidder that
he has complied with every requirement of this Article 4 and that the Contract Documents are
sufficient in scope and detail to indicate and convey understanding of all terms and conditions for
performance of the Work.
PART s-.INTERPRETATIONS
5.01
All questions about the meaning or intent of the Contract Documents are to be submitted to
Engineer in writing. Replies will be issued only by Addenda. Questions received less then five (5)
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days prior to the date of opening of Bids will not be answered. Only questions answered by formal
written Addenda will be binding. Oral and other interpretations or clarifications will be without
legal effect. Addenda will be mailed or delivered to all parties recorded by Engineer as having
received the Bidding Documents. No Addenda will be issued later than three (3) days prior to the
date for receipt of Bids except an Addendum, if necessary, postponing the date for receipt of Bids
or withdrawing the request for Bids.
5.O2
All Addenda to the Contract Documents shall be properly acknowledged in the space
provided on the Bid Form.
PART 6--PRE-BID CONFERENCE (MANDATORY FOR BIDDING)
6.01
A Pre-Bid conference will be conducted by Owner and Engineer at the time and place
indicated in the Invitation to Bid. Representatives of Owner and Engineer will be present to answer
questions. Any questions which, in the opinion of the Engineer, cannot be answered by direct
reference to the Bidding Documents will be answered by formal written Addenda as outlined above
under Part 5.
The Pre-Bid conference will include a tour of the site of the Work, conducted by
representatives of Owner and Engineer. All interested parties are invited to attend.
PART 7.-BASIS OFBIDS
7.01
The Bidder shall submit bids for all alternates, if any, listed on the Bid Form, as required by
the Bid Form.
PART 8--BID SECURITY
8.01
Bid Security shall be made payable to Owner, in an amount of five percent (5Vo) of the
Bidder's maximum Bid Price, including alternates, if any, and in the form of a Cashier's Check or
a Bid Bond on the form attached issued by a surety meeting the requirements of the General
Conditions.
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8.02
The Bid Security of the Successful Bidder will be retained until such Bidder has executed
the Agreement and fumished the required Contract Security, whereupon it will be returned. If the
Successful Bidder fails to execute and deliver the Agreement and furnish the required Contract
Security within ten (10) days of the notice of award, or in the event the Successful Bidder fails to
enter into such Agreement and furnish such Contract Security, if the Successful Bidder fails to pay
to Owner the difference between such Bid amount and such larger amount for which Owner may in
good faith contract with another party to perform the Work covered by such Bid, then Owner may
annul the Notice of Award and the Bid Security of that Bidder will be forfeited to the extent of such
difference. The Bid Security of any Bidder whom Owner believes to have a reasonable chance of
receiving the award may be retained by Owner until the earlier of the seventh day after the "effective
date of Agreement" (which term is defined in the General Conditions) or the sixty-first day after the
Bid opening. Bid Security of other Bidders will be returned within seven (7) days of the Contract
award.
PART g--CONTRACT TIME
9.01
The number of days within which, or the date by which, the Work is to be completed (the
Contract Time) is set forth in the Bid Form and will be included in the Agreement.
PART IO.-LIQUIDATED DAMAGES
10.01
Provisions for liquidated damages are set forth in the Bid Form and the Agreement.
PART I I--SUBSTITUTE MATERIAL AND EQUIPMENT
11.01
The Contract, if awarded, will be executed with the Successful Bidder on the basis of
material and equipment described in the Drawings or specified in the Specifications without
consideration of possible substitutes or "or-equal" items. Whenever it is indicated in the Drawings
or specified in the Specifications that a substitute or "or-equall' item of material or equipment may
be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will
not be considered by Engineer until after the "effective date of the Agreement." The procedure for
submittal of any such application by Contractor and consideration by Engineer is set forth in the
General Conditions which are supplemented in the Supplementary Conditions.
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PART I2--SUBCONTRACTORS
12.0r
The Bid Form requires that Bidder identify certain Subcontractors and other persons and
organizations to be submitted as part of the Bid. The apparent Successful Bidder, and any other
Bidder so requested, shall within seven (7) days after the date of the Bid opening submit to Owner
a list of all Subcontractors and other persons and organizations (including those who are to fumish
the principal items of material and equipment) proposgd for those portions of the Work as to which
such identification is so required. Such list shall be accompanied by a written statement of
qualifications including financial data, a summary of previous experience, previous commitments
and evidence of Authority to conduct business in Colorado. If Owner or Engineer after due
investigation has a reasonable objection to any proposed Subcontractor, other person or organization,
either may (before giving the Notice of Award) request the apparent Successful Bidder to submit an
acceptable substitute without an increase in Bid Price. Ifthe apparent Successful Bidder declines
to make any substitution, the contract shall not be awarded to such Bidder, but declining to make any
such substitution will not constitute grounds for sacrificing Bid Security by such Bidder. Any
Subcontractor, other person or organization so listed and to whom Owner or Engineer does not make
a written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner
and Engineer.
12.02
No Contractor shall be required to employ any Subcontractor, other person or organization
against whom the Bidder has reasonable objection.
PART I3.-BIDFORM
13.01
Two copies of the Bid Form are included herewith; additional copies may be obtained from
Engineer.
t3.02
Bid Forms must be completed in ink or be typewritten. The Bid Price of each item on the
form must be stated in words and numerals; in case of a conflict, words will take precedence.
13.03
Bids by corporations must be executed in the corporate name by the president or a
vice-president (or other corporate officer accompanied by evidence of Authority to sign) and the
corporate seal must be affixed and attested by the secretary or an assistant seqetary. The corporate
address and state ofincorporation shall be shown below the signature.
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13.04
Bids by partnerships must be executed in the partnership name and signed by a partner,
whose title must appear under the signature and the official address of the partnership must be shown
below the signature.
13.05
Bids by joint ventures shall be signed by each participant in the joint venture or by an
authorized agent of each participant.
13.06
The names of all persons signing Bids must also be legibly printed or typed below the
signature. A Bid by a person who affixes to his signature the word "president," "secretary," "agent"
or other designation without disclosing his principal may be held to be the Bid of the individual
signing. Evidence ofthe Authority ofthe person signing shall be furnished.
13.O7
The full name of each person or company interested in the Bid shall be listed on the Bid
Form.
13.08
The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which
shall be inserted on the Bid Form.
13.09
No alterations in Bids, or in the printed forms therefor, by erasures, interpolations, or
otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if
initialed, Owner may require the Bidder to identify any alteration so initialed. No alteration in any
Bid, or in the form on which it is submitted, shall be made after the Bid has been submitted.
13.10
The address to which communications resarding the Bid are to be directed must be shown.
PART r4--SITBCONTRACTOR AND EQUIPMENT LISTS
14.01
Each Bidder shall list on the form provided, the name and the address ofeach Subcontractor
who will perform work or labor, or render service to the Bidder in or about the Work. Each Bidder
shall also list on the form provided, the name and the address ofeach licensed Subcontractor who,
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under subcontract to the Bidder, specially fabricate and install a portion of the Work, in an amount
in excess of $10,000.00, describing the portion of the Work which will be performed by such
Subcontractor. The license number for each electrical and mechanical Subcontractor shall be
included in the listing.
14.02
Each bidder shall list Contractor supplied equipment with purchase cosi of over $1,000,
identifying manufacturer, model number, and capacity.
PART Is--SUBMISSION OF BIDS
r5.01
Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be
included in an opaque, sealed envelope addressed to Owner and identified on the outside with the
Bidder's name and address and with the words "Bid for Vail WWTP UV Installation."
15.o2
Each Bid shall be accompanied by the Bid Security and other required documents.
15.03
If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing
envelope with the notation "BID ENCLOSED" on the face thereof.
15.04
Bids shall be deposited in the designated location prior to the time and date for receipt of
Bids indicated in the Invitation to Bid, or the modified time and date indicated by addendum. Bids
received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for receipt ofBids.
r5.05
Oral, telephone, or telegraph Bids are invalid and will not receive consideration. No Bidder
may submit more than one Bid. Multiple Bids under different names will not be accepted from one
firm or association.
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PART I 6--POST BID/PRE AWARD SUBMITTALS
16.01
The three low Bidders identified by Owner must submit the following information by hand
delivery to Engineer on the day following the Bid opening:
A. List of a minimum of five recent similar projects the Contractor has performed.
B. Copy of the most recent financial statement of the Contractor.
C. Copies of the most recent financial statements of all listed Subcontractors included in
the Bid submittal.
D. List of Project Managers and Superintendents to be used on this project for the
Contractor and all listed Subcontractors. Provide resumes and a listine of recent
projects for all of the above.
E. Names and telephone numbers of a minimum of five references on similar work for
the Contractor and all listed Subcontractors.
F. Names, relevant experience, and position of individual who will perform site surveying
if not a licensed Surveyor.
G. License number of Bidder and all listed Subcontractors.
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The above information must be available at the time and place indicated to be considered in
further evaluation, and therefore, all Bidders are recommended to compile this data prior to
submitting their Bids.
PART I7--MODIFICATION AND WITHDRAV/AL OF BIDS
17.01
Bids submitted early may be modified or withdrawn by notice to the party receiving Bids at
the place and prior to the time designated for receipt of Bids. Such notice shall be in writing over
the signature of the Bidder or be by telegram; if by telegram, written confirmation over the signature
of the Bidder must have been mailed and postmarked on or before the date and time set for receipt
of Bids; the notice shall be so worded as not to reveal the amount of original or modified Bid Price.
Bids may also be modified or withdrawn in person by the Bidder or an authorized representative
provided he can prove his identity and Authority. Withdrawn Bids may be resubmitted up to the
time designated for the receipt of Bids provided that they are then fully in conformance with these
Instructions to Bidders.
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17.02
If, within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed, written
notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that
there was a material and substantial mistake in the preparation of his Bid, that Bidder may withdraw
his Bid and the Bid security will be retumed. Thereafter, the Bidder will be disqualified from further
Bidding on the Work. No right to claim mistake shall exist for Bidder following this twenty-four
(24) hour period.
PART 18--OPENING OF BIDS
r8.01
Bids will be opened publicly and read aloud.
PART Ig--BIDS TO REMAIN OPEN
19.01
All Bids shall remain open for sixty (60) days after the date of the Bid opening, but Owner
may, in his sole discretion, release any Bid and return the Bid Security prior to that date.
PART 2O--AWARD OF CONTRACT
20.o1
Owner reserves the right to reject any and all Bids, to waive any and all informalities and to
negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming,
nonresponsive or conditional Bids. Discrepancies between the indicated sum of any column of
figures and the correct sum thereof will be resolved in favor of the correct sum.
20.o2
In evaluating Bids, Owner shall consider the qualifications of the Bidders and whether or not
the Bids comply with the prescribed requirements and alternates (if any are accepted) in the order
in which they are listed on the Bid Form but Owner may accept alternates in any order or
combination.
20.03
Owner may consider the qualifications and experience of Subcontractors and other persons
and organizations (including those who are to furnish the principal items of material or equipment)
proposed for those portions of the Work as to which the identity of Subcontractors and other persons
and organizations must be submitted as provided in the Bid Form. Operating costs, maintenance
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considerations, performance data and guarantees of materials and equipment may also be considered
by Owner.
20.o4
Owner may conduct such investigations as it deems necessary to assist in the evaluation of
any Bid and to establish the responsibility, qualifications and financial ability of the Bidders, the
proposed Subcontractors and other persons and organizations to do the Work in accordance with the
Contract Documents to Owner's satisfaction within the prescribed time.
20.05
Owner reserves the right to reject the Bid of any Bidder who does not pass any evaluation
to Owner's satisfaction within the prescribed time.
20.06
If the Contract is to be awarded, Owner will give the Successful Bidder a Notice of Award
within sixty (60) days after the date of the Bid opening.
PART 2I--PERFORMANCE. PAYMENT AND WARRANTY BOND
21.01
The general conditions set forth Owner's requirements for the Performance, Payment and
Warranty Bond. When the Successful Bidder delivers the copies of the executed Agreement to
Owner, it shall be accompanied by the required Contract Security.
**END OF SECTION**
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SECTION OO2OO
BID FORM
PROJECT: Vail WWTP IJV Installation
CONTRACTNO.:
TO: Eagle River Water & Sanitation District
846 Forest Road
Vail, Colorado 81657
TI{E TINDERSIGNED BIDDE& having familiarized himself with the work required by the
Contract Documents, the site where the Work is to be performed, local labor conditions and all laws,
regulations and other factors affecting performance of the Work, and having satisfied himself of the
expense and difficulties attending performance of the Work,
HEREBY PROPOSES and agrees, if this Bid is accepted, to enter into Agreement in the
form attachd to perform all work, including the assumption of all obligations, duties and responsi-
bilities necessary to the successful completion of the Agreement and the fumishing of materials and
equipment required to be incorporated in and form a permanent part of the Work, tools, equipment,
zupplies, transportation, facilities, labor, superintendence and services required to perform the Work;
and Bond, insurance and submittals; all as indicated or specified in the Contract Documents to be
performed or fumished by Contractor in accordance with the following Bid prices (Contactor must
submit on Base Bid and Bid Alternates, if any, to be considered).
A. BASE BID PRICE:Dollars
($)
The undersigned Bidder agrees to fumish the required Bond and enter into Agreement within
TEN (10) days after acceptance of this Bid, and further agrees to complete all work covered by the
Bid, in accordance with specified requirements and in accordance with the following schedule
@idder to enter number of days after award of contract for all of the following):I
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1. Startup of all Major Equipment
2. Substantial Completion (Ready for Punchlist):
3. Punchlist Complete:
90 Days
130 Days
160 Days
Liquidated Damages. Owner and Contractor recognize that time is of the essence of this
Agreement and that Owner will suffer financial loss if the Work is not substantially completed
within the time specified above, plus any extensions thereof allowed in accordance with the General
Conditions. They also recognize the delays, expense and difficulties involved in proving, in a legal
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or arbitration proceeding, the actual loss suffered by the Owner if the Work is not substantially
complete on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree
that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner in accordance
with the following:I
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1. Late Startup of all major Equipment
2. Late Substantial Completion
(ready for Punchlist)
3. Late Punchlist Completion
$200 Per Day
$200 Per Day
$200 Per Day
Receipt of copies of the following addenda is hereby acknowledged.
AddendumNo.Bidder's Sisnature Date Acknowledeed
Enclosed herewith is the required Bid Security, in the form of Cashier's Check/Bid Bond (strike
one), in the amount of Dollars ($__-) which the undersigned Bidder
agrees is to be forfeited to and become the property of Owner, as liquidated damages, should this
Bid be accepted and he fails to enter into Agreement in the form prescribed and to furnish the
required Bonds within ten (10) days, or should Bidder fail to enter such agreement and give such
bond or bonds, if Bidder fails to pay to Owner the difference between the amount specified in this
Bid and such larger amount for which owner may in good faith contract with another party to
perform the Work covered by this Bid, but otherwise the Bid secwity will be returned upon Bidder
signing the Agreement and delivering the Performance, Payment and Warranty Bond.
In submitting this Bid it is understood that Owner reserves the right to reject any and all
Bids, and it is understood that this Bid may not be withdrawn dwing a period of sixty (60) days after
the scheduled time for the receipt of Bids.
The undersigned Bidder hereby certifies (a) that this Bid is genuine and is not made in the
interest of, or in the behalf of, any undisclosed person, firm, or corporation, and is not submitted in
conformity with any agreement or rules of any group, association, organization, or corporation;
(b) that he has not directly or indirectly induced or solicited any other Bidder to put in a false or
sham Bid; (c) that he has not solicited or induced any person, firm, ot corporation to refrain from
bidding; and (d) that he has not sought by collusion to obtain for himself any advantage over any
other Bidder or over the Owner.
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I The fuIl names and addresses of parties interested in this Bid as principals are as follows:
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SIGNATURE OF BIDDER
Date:
Ifanlndividual: Signature)
If a Partnership:
print or type name:
doing business as:
by: ( Signature) (General Partner)
print or type name:
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If a Corporation:
(sEAL)
Attest:
(a Corporation)
Sienature)
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by: ((Officer)
print or t5pe name:
Title:
Title:
If Bidder is a joint venturer, all venturers or lheir authorized agents must sign below.ilffiii,:-1ilyff'*"' I
An Individual: ( Siearature) |print or t1pe name: I
doing business as:
Oi, i Sienah,.e) (General Parnrer) |
pnnt or type name:I
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print or type name:
Title:
(sEAL)
Attest:
Title:
A Corporation:
(a Corporation)
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00200-4 21nr285
Rev. I O/10/01 Ivail WWTP UV Installation
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MATERIAL AND EOTJIPMENT SUPPLIER LISTING
The following information is submitted for each major supplier of material and each
manufacfurer and supplier of equipment for manufacturers and suppliers of major items of material,
equipment and systems to be used in the work if the Bidder is awarded the contract.
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Specification
Section No.
Material or
Equipment Descrinfion
Manufacturer and
Supplier
The Surety who will be the surety on the Performancg Payment and Warranty Bond will be
Signature
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SUBCONTRACTOR LISTING
The following information is submitted for each subcontractor that will be used in the work
if the Bidder is awarded the Agreement. Additional numbered pages shall be attached to this page
as required. Eachpage shall be headed'SUBCONTRACTOR LISTING" and signed. All work to
be subcontracted over $
Amount of
Subcontract
shall be listed.
Signature:
Name:
Title:
**END OF SECTION**
Name and Address
of Subcontractor
Portion of
Work
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SECTION OO41O
BIDBOND
PROJECT: Vail WWTP IJV Installation
CONTRACTNO.:
THE STATE OF
COI.TNTY OF
)
)ss. KNOW ALL MEN BY THESE PRESENTS:
)
That we,of the City of
. County of and State of
(hereinafter called "Principal") as Principal, and
(hereinafter called "Surety") as surety, authorized under the laws ofthe State ofColorado to act as
surety on bonds for principals, are held and firmly bound unto
-
(hereinafter called "Owner") as obligee, in the sum of
Dollars ($______) in lawful money of the United States forpayment ofwhich sum the
Principal and Surefy, bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally and firmly by these presents.
WHEREAS, Principal has submitted a Bid Form (Proposal) to enter into a certain written
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agreement with Owner for Construction of
referred to as "Agreement".
NOW, TIIEREFORE, the condition of this obligation is such that if Owner shall accept the
Bid Form (Proposal) of the Principal and Principal shall faithfully enter into Agreement with the
Owner in accordance with the terms of such Bid and give such Bonds as are specified in the Bidding
or Conhact Documents; or in the event of the failure of Principal to enter such Agreement and give
such Bond or Bonds, if Principal shall pay to Owner the difference between the amount specified
in said Bid and such larger amount for which Owner may in good faith contract with another party
to perform the Work covered by said Bid Form (Proposal), then this obligation shall be null and
void, otherwise to remain in full force and effect.
The sum of this Bid Bond is liquidated damages, and, subject to the conditions stated above,
shall be forfeited to Owner for the lesser ofthe difference herein above provided or its entirety upon
Principal's default.
The Surety, for value received, hereby stipulates and agrees that the obligation ofsaid Surety
and its Bond in no way shall be impaired or affected by any extension of the time within which the
Owner may accept such Bid Form (Proposal); and Surety does hereby waive notice of any such
extension.
hereinafter
21121285
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Signed and sealed this
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day of October 10,2001.
2u2128s
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PRINCIPAL:
By: -Name:
Witness:
Witness:
Title:
SURDTY:
By:-
Name:
Title:
Surety's No.:
**END OF SECTION**
Vail WWTP IJV Installation
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I CONTRACTNO.:
I ro: [name of contractor]
Iaddress]
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Vail WWTP UV lnstallalion
SECTION OO5O5
NOTICE OF AWARD
PROJECT: Vail W-WTP tFV Installation
I The Owner, having duly considered the Bid Form submitted on
20 . for the Work covered bv the Contract Docum€nts (titted and numbered
| ) in the amount of ($-
I ), and it appearing that the Price and other information in yow Bid Form is fair, equitable
and to the best interest of the Owner, the offer in your Bid Form is hereby accepted.
I In accordance with the terms of the Contract Documents, you €ue required to execute the
Agreement (in two counterparts) and the Performance, Payment and Warranty Bond (in six
I counterparts) within ten (10) consecutive days from and including the date of this Notice of Award.t
In addition you are required to furnish at the said time Certificates of Insurance evidencing
I compliance with the requirements for insurance as stated in the Contract Documents.I
I The Bid Security submitted with your Proposal will be returned upon execution of the
I Agreement and furnishing of the required Performance, Payment and Warranty Bond and
- Certificates of Insurance within the time limit specified. In the event that you should fail to execute
I the Agreement and furnish the Performance, Payment and Wananty Bond and Certificates of
I Insurance within the time limit specified, said Security will be retained by the Ovrner as liquidated
damages and not as a penalty for the delay and extra work caused thereby.
t You are required to retum an acknowledged copy of this Notice of Award to Owner and
Engineer.
EAGLE RTVER WATER & SANITATION DISTRICT:
Name: Dennis Gelvin
Title: General Manager
By:
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ACKNOWLEDGMENT OF RECEIPT OF NOTICE OF AWARD:
Receipt of the above Notice of Award is hereby acknowledged this
INAME OF CONTRACTORI:
By:
**END OF SECTION**
Name:
Title:
day of
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SECTION OO5IO
AGREEMENT
I THIS AGREEMENT, made this
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day of
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20-, by andr between (Owner) , hereinafter called the
hereinafter called the
WITNESSETH:
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I WHEREAS, the Owner has caused a project manual to be prepared comprised of bidding
and contract requirements and technical specifications and drawings for the construction of the Vail
- WWTP UV krstallation as described therein, and
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WHEREAS, the Contractor has offered to perform the proposed work in accordance with
I the terms of the contract as defined in Section 00?10 of the specifications.
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NOW, TffiREFORE, in consideration of the mutual covenants and agreements of the
I parties contained in the contract and to be performed, the Contractor hereby agrees to complete the
t work at the price and on the terms and conditions therein contained, and the Owner agrees to pay
the Contractor the contract price provided therein for the fulfillment of the work and the
11 performance of the covenants set forth herein.
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The fuither terms, conditions, and covenants of this agreement are set forth in the contract
I documents, each of which is attached hereto and by this reference made a part hereof:
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Contract Documents
I o Division 0 - Bidding Requirements, Contract Forms, and Conditions of Contract
1. This Agreement
I 2. Performance Bond and Payment Bond
I 3, Notice to Proceed
4. General Conditions
I r Divisionl-GeneralRequirementsr r Division2-16 - Technical Specifications
r Drawings (9 Drawings)
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of
IN WITNESS WHEREOF, this agreernent has been executed on this _ day
20
Sioratwe for Owner
Title of Signatory
Attest:
Title of Sigrratory
Name of Contractor
Sienature for Contractor
Title of Signatory
Attest:
Title of Signatory
**END OF SECTION**
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TIIE STATE OF
COUNTYOF
SECTION OO6OO
PERFORMANCE, PAYMENT AND WARRAN'TY BOND
PROJECT: Vail WWTP UV Installation
CONTRACTNO.:
KNOW ALL MEN BY TIIESE PRESENTS:
)
) ss.
)
That we,
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of the City of County of
State of (hereinafter called "Principal") as Principal, and
(hereinafter called *Surefy') as Surety, authorized under the laws
of the State of Colorado to act as surety on bonds for principals, are held and firmly bound unto
EAGLE RMER WATER & SANITATION DISTRICT (hereinafter called "Owner") as obligee, in
the pe,nal sum of ($
_) in lawful money of the United States for payment by Frincipal and Surety, and bind ourselves,
our heirs, executors, adminishators, successors and assigns,jointly and severally and firmly by these
presents.
WHEREAS, Principal has, on 1998, entered into a written Agreement
with Owner for constnrction of the Project as defined in said Agreement, which Agreement is by
reference made a part hereof and is hereinafter referred to as the Agreement.
NOW, THEREFORE, the conditions of this obligation are that if the Principal shall:
(l) faithfirlly perform said Agreement on Principal's part and satisfu all claims and demands incurred
for the same; (2) fully indemnify and save harmless the Owner from all costs and damages which
said Owner may suffer by reason of Principal's failure so to do; (3) fully reimburse and repay said
Owner all outlay and expenses which said Owner may incw in making good any default; (4) pay al1
persons, firms and corporations all just claims due them for the payment of all laborers and
mechanics for labor performed, for all materials and equipment fumished, and for all materials and
equipment used or rented in the performance of Principal's Agreement; and (5) keep the Work
constructed under this Agreement in good repair for a period of TWO (2) years from date of final
acceptance by said Owner, then this obligation is null and void; otherwise it shall remain in fi,rll force
and effect.
2y21285
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To the extent permissible by law, the Principal shall protect, defend, indernniff and save
harrnless the Oumer and its officers, agents, servants and employees, from and against suits, actions,
claims, losses, liability or damage of any character, and from and against costs and expenses
including, in part, attomey fees incidental to the defense of such suits, actions, claims, losses,
damages or liability on account of injury, disease, sickness, and death to any person or damage to
property, including in part the loss of use resulting lherefrom, based upon or allegedly based upon
any act, omission or occurrence ofthe Principal, or his employees, servants, agents, subcontractors
or suppliers, or anyone else under the Principal's direction and control, and arising out of, occurring
in connection with, resulting from, or caused by the performance or failure of performance of any
work or services called for by the Agreement, or from conditions created by the performance or non-
performance of said work or services,
This indemnity shall not extend to liability arising out of the preparation by the Owner of the
design or specifications or the giving of written directions or instruction by the Owner as may be
required by the Contract Documents, provided the giving of such written instructions or directions
is the proximate cause of the injury or damage should it occw.
Whenever Principal shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Owner may avail itself
ofthe provisions ofSection 15.02 B ofthe General Conditions which are incorporatedby reference
in the Agreement and the Surety shall promptly pay the amounts, if any, due Owner by Principal.
Any suit under this Bond must be irstituted before the expiration of two (2) years from the
date on which final payment under the Agreement falls due.
No right of action shall accrue on this Bond to or for the use of any person or corporation
other than t}te Owner named herein or the successors and assigns of Owner and to all persons, firms
and corporations for all just claims due them for the payment of all laborers and mechanics for labor
performed, for allmateials and equipment furnished, and for all materials and equipment used or
rented in the performance of Principal's Agreement.
The Surety hereby waives the right to special notification ofany notification ofor alterations,
omissions orreductions, extoa or additional work, extensions of time, Change Orders, Field Orders
or any other act or acts of Owner or its authorized agents under the terms of the Agreement; and
failure to notify Surety of such shall in no way relieve Surety of its obligations.
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Signed and sealed this
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day of
--,
20-.
PRINCIPAL:
By:
Address:
SURETY:
By:
Address:
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Surety's Telephone No.
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I The Certificate of Insurance, to be submitted by the CONTRACTOR, shall include evidence
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ofall coverages required in Paragraphs 5.02 through 5.08 ofthe General Conditions,
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Vail tfWTP IIV Installation
SECTION 00650
CERTIFICATE OF INSURANCE
PROJECT: Vail WWTP UV Installation
CONTRACTNO.:
**END OF SECTION**
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SECTION 00670
NOTICETOPROCEED
PROJECT: Vail W-WTP LIV Installation
CONTRACTNO.:
t ro: TNAME oF coNTRACroRl
I 20-.,orwithin
I ten (10) consecutive calendar days thereafter, with the Work covered by the Contract Documents
I titled and numbered
Specifications No.- for the sum of
I ($ ).
You are to notiff the Owner and Engineer 48 horus before starting work and retum to Owner
I and Engineer an acknowledged copy of this Notice to Proceed.
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EAGLE RIVER WATER & SAIYITATION DISTRICT:
By:
Name:
Title:
Date:
Location: Vail. Colorado 81657
I ACKNOWLEDGMENT OF RECEIPT OF NOTICE TO PROCEED:
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Receipt of the above Notice to Proceed is hereby acknowledged this
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day of
t ,20
INAME OF CONTRACTOR]:I
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IADDRESS]
You are hereby authorized to proceed on
By:
Name:
Title:
**END OF SECTION**
2t/21285
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00670-r
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GENERAL CONDITIONS
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TABLE OF CONTENTS
Part
Number Title Pase
PART 1- DEFTMTIO
PART 2 - PRELIMINARY MATTERS.. ............3
2.0r DELTVERY OFBONDS. ......'.......'.....3
2.02 EXECUTION AND TRANSMISSTON OF DOCUMENTS...............-'.'.....'...'.3
2.03 COPTES OFDOCUMENTS........... .................'......'.4
2.O4 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED.....4
2.05 STARTTNG THE PROJECT ............... .'..........'....'..4
2.06 BEFORE STARTTNG CONSTRUCTTON........... ......'....'-.-.'.-.-'.'4
2.07 PRECONSTRUCTION CONFERBNCE................ ........'."........'.s
(PART 3 -
3.01
3.02
PART 4-
REFERENCE POINTS ,.........6
4.Or AVATLABILTTY OF LANDS........ ......................'....6
4.02 PIIYSICAL CONDITIONS - IIWESTIGATIONS AND REPORTS ..............7
4.03 UNFORESEEN PHYSTCAL CONDITrONS..........,. ....................7
4.04 REFERENCE POINTS... .-.--........'......7
BONDS AND INSURAN ....7
CONTRACT DOCUMENTS: INTENT AND REUSE
PART 5 -
5.01
5.02
5.03
5.04
5.05
s.06
5.07
5.08
PART 6-
6.01
6.02
6.03
6.04
6.05
6.06
PART 8. OWNER'S RESPONSIBILITIES
8.01 OWNERTOCOMMUNICATETHROUGH
ENGINEER OR OWNER'S REPRESENTATIVE.... ................29
PART9. STATUS OFENGINEERDURINGCONSTRUCTION................................3O
9.01 DUTIES OF ENGrNEER................ ........................30
9.02 VISTTS TO SITE .........30
9.03 CLARIFICATIONS AND INTERPRETATIONS...... ...............30
9.O4 REJECTTNG DEFECTI\rE WORK......... .............30
9.0s PROJECT REPRESENTATION...... .....................30
9.06 DECISIONS ON DISAGREEMENTS ..................31
9.07 LIMITATIONS ON ENGINEERIS AI\D
owNER'S RESPONSIBTLTTIES...... ....................31
PART 11 - CHANGE OF AGREEMENT PRICE ...................33
11.01 AGREEMENT PRICE CHAIIGED ONLYBY CHANGE ORDBR.............33
11.02 COST OF THE WORK ....................35
11.03 CONTRACTOR'S FEE............. .......38
11.04 ADJUSTMENT OF'THE UNIT PRICE ...............38
PART 12 - CONTRACT TIME AND CHANGES.. .................38
12.01 DETERMINATION AND EXTENSION OF CONTRACT TIME ................38
12.02 CONTRACT TIME CHANGED ONLY BY CHANGE ORDER.,................39
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Table of Contents (cont.)
PART 13 - WARRANTY AND GUARANTEE; TESTS AND
INSPECTIONS; CORRECTION, REMOVAL OR
ACCEPTANCE OF DEF',ECTMWORK........ .........................40
13.01 WARRATITY AND GUARANTEE.................. ...........................40
13.02 ACCESS TO WORK........ ......-..........40
13.03 TESTS AND rNSPECTIONS................ .................30
13.04 UNCOVERING WORK........ ............41
13.05 oWNERMAY STOP TI{E WORK ......................41
13.06 CORRECTION OR REMOVAL OF DEFECTIVE
AND TJNAUTHORTZED WORK......... ..................42
13.07 TWO YEAR CORRECTION PERTOD ..................42
13.08 ACCEPTANCE OF DEFECTTYE, WORK .............42
13.09 OWNERMAY CORRECT DEF'ECTIVE WORK.,...... ..............43
PART 14 - CONSTRUCTION SCHEDULE, SCHEDULE OF
VALUES. PAYMENTS TO CONTRACTORS AND
.......43
ADDRESSES.................58
r4.01
14.02
14.03
14.04
14.05
14.06
14.07
14.08
14.09
14.10
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PART 15 -
15.01
15.02
r5.03
15.04
PART 16 -
16.01
r6.02
16.03
16.04
PART 17 -
17.01
r7.02
17.03
Table of Contents (cont.)
17.04 CTIANGE OF ADDRESS... ...............s8
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PART T8 -
PART 19 -
PART 20.
PART 21.
21.01
21.o2
PART 22 -
STREAM LI NED SPECIFICATIONS
HANDLING OFDISPUTES
DTSPUTES.. ..................60
DISPUTES WITH THIRD PARTIES ...................61
DUTIES, RESPONSIBILITIES, AND LIMITATIONS
OF THE AUTHORITY OF'RESIDENT PROJECT
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22.01 DESCRIPTION.... ........61
22.02 DUTIES AND RE,SPONSIBILITIES ....................6I
22.03 LTMTTATTONS OF AUTTIORITY ........................64
PART 23 - DUTIES, RESPONSIBILITIES, AND LIMITATIONS
OF' THE AUTHORITY OF THE OWNER'S REPRESENTATWE.............64
23.01 DESCRTPTION.... ........64
23.02 DUTIES AND RESPONSIBILITIES ....................64
23.03 LIMTTATTONS OF AUTHORITY................... ...........................65
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General Conditions
PART 1- DEFINITIONS
Wherever used in these General Conditions or in the other Contract Documents, the following
terms have the meanings indicated which are applicable to both the singular and plural thereof,
Addenda - Written or graphic instruments issued prior to the opening of Bids which
clariff, correct or change the bidding documents or the Conffact Documents.
Agreement - The written agreement befween Owner and Contractor covering the Work to
be performed.
Agreemert Price - The moneys payable by Owner to Contractor under the Conhact
Documents as stated in the Agreement.
Application for Partial Payment - The form designated by Engineer which is to be used
by Contractor in requesting progress or final payment and which is to include such
supporting documentation as is required by the Contract Documents.
Bid Form - The offer or proposal of the Bidder submitted on the prescribed form setting
forth the prices for the Work to be performed.
Change Order - A written order to Contractor sigrred by Owner and Contractor authoriziag
an addition, deletion, or revision in the Work, or an adjustment in the Agreement Price or
the Contract Time issued after the effective date of the Agreement.
Contract Documents - The Agreement; Addenda; Instructions to Bidders; Bid Form;
Performance, Payment and Warranty Bond; Notice of Award; Notice to Proceed; Drawings
dated
-,
consisting of sheets number
-
through
-;
Specifications; Addendum
no(s) _ to specifications, if any; these General Conditions and Supplernentary
Conditions, if any; Documentation submitted by Contractor with Bid and prior to Notice of
Award; Contractor's Bid (pages
-
to
-,
inclusive) marked as Exhibit A to the
Agreement; any Notice of Partial Utilization; Notice of Substantial Completion and Notice
of Final Completion and Acceptance; Summary of Work; and any modifications, Change
Orders, Field Orders or other such revisions properly authorized after the execution of the
Agreement.
Contract Time - The number of days stated in the Agreement for the Completion of the
Work.
Contractor - The person or entity with whom Owner has entered into the Agreement to
perform the Work.
Day - A calendar day of trventy-four hours measured from midnight to the next midnigttt.
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Defective - An adjective which when modi$ing the word Work refers to Work that is
unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does
not meet the requirements of any inspection, test or approval referred to in the Contract
Documents, or has been damaged prior to Engineer's recommendation for final payrnent.
Drawings - The drawings which show the character and scope of the Work to be performed
and which have been prepared or approved by Engineer and are referred to in the Contract
Documents.
Effective Date of the Agreement - The date indicated in the Agreement on which it
becomes effective, but if no such date is indicated it means the date on which the
Agreement is signed and delivered by the last of the parties to sign and deliver.
Engineer - Named as Engineer in Agreement, who shall also serve as Owner's
Representative unless Owners shall appoint, in writing, a different representative. In the
event that no Ensineer has been utilized on said Proiect. all references to Engineer
contained herein and in the Contract Documents shall refer to the Owner or Ownerrs
reoresentative.
Field Order - A written order issued by Engineer which orders minor changes in the Work
in accordance with paragraph 10.018 but which does not involve a change in the
Agreement Price or the Contract Time.
Modification - (a) A written amendment of the Contract Documents signed by both parties,
ft) a Change Order, or (c) a Field Order. A modification may be issued only after the
effective date ofthe Agteement.
Notice of Award - The written notice by Owner to the apparent successful Bidder stating
that upon compliance by the apparent successful Bidder with the conditions precedent
enumerated therein, within the time specified, Owner will sign and deliver the Agreement.
Notice to Proceed - A written notice given by the Owner to Contractor (with a copy to
Engineer) fixing the date on which the Contract Time will commence to run and on which
Contractor shall start to perform his obligations under the Contract Documents.
Owner - The District with whom Contractor has entered into the Agreement and for whom
the Work is to be provided.
Plans - The official plans, working drawings, or supplemental drawings or exact
reproductions thereof, prepared by or approved in concept by the Engineer which show the
location, character, dimensions, and detajls of the Work to be done and which are to be
considered as part of the Contract Documents, supplemental to these Specifications.
Project - The total construction of which the Work to be provided under the Contract
documents may be the whole, or Part.
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Resident Project Representative - The authorized representative of Engineer or Owner
who is assigned to the site or any part thereof.
Part - Section(s) of these General Conditions.
Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are
specifically prepared by Contractor, a Subcontractor, manufacturer, fabricator, supplier or
distributor to illustrate some portion of the Work and all illustrations, brochures, standard
schedules, performance charts, instnrctions, diagrams and other information prepared by a
manufacturer, fabricator, supplier or distributor and submitted by Contractor to illustrate
material or equipment for some portion of the Work.
Specilications - Those portions of the Contract Documents consisting of written technical
descriptions of materials, equipment, construction systems, standards and worlonanship as
applied to the Work and certain administrative details applicable thereto.
Subcontractor - A person or entity having a direct contract with Contractor or with any
other Subconffactor for the performance of a part of the Work at the site.
Substantial Completion - The Work has progressed to the point where, in the opinion of
Engineer as evidenced by his definitive certificate of Substantial Completion, it is
suffrciently complete, in accordance with the Contract Documents, so that the Work can be
utilized for the purposes for which it was intended and it is ready for punch listing.
Work - The entire completed construction or t}re various separately identifiable parts
thereof required to be fumished under the Contract Documents. The term "Woik" shall be
understood to mean the fumishing of all labor, materials, equipment, and other incidentals
necessary or convenient to the successful completion of the Project and the carrying out of
all the duties and obligations imposed by the Contract Documents and the entire completed
construction or the various separately identifiable parts thereof required to be furnished
under the Contract Documents.
PART2. PRELIMINARYMATTERS
2.OI DELIIiERY OF'BONDS
When Contractor delivers the executed Agreements to Owner, Contractor shall also
deliver to Olvner the Performance, Payment and Warranty Bond.
2.02 EXECUTION AI\D TRANSMISSION OF DOCUMENTS
A. At least six (6) copies of the Contract Documents will be prepared by Engineer.
All copies will be submitted to Contractor and Contractor shall execute the
Agreernent, insert all Certificates of Insurance, and submit all copies to Owner
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within ten (10) days of Notice of Award. The date on the Agreement and Bond
forms and the Certification Date on the Power of Attorney shall be left blank for
completion by Owner.
B. Orvner will execute all copies, insert the date on the Agreement and Bond forms
and the Certification Date on the Power of Attomey, and transmit all copies to
Engineer within ten (10) days for review and distribution. Distribution of
signed copies will be one copy each to Owner, Contractor, and Engineer.
Contractor shall be responsible for distribution ofcopies to the Surefy.
2.03 COPIESOF'DOCUMEI{TS
Owner shall furnish to Contractor five (5) complete sets of the Contract Documents
for use in the execution of the Work. Additional copies will be fumished, upon
request, at the cost ofthe reproduction.
2.04 COMMENCEMENT oF CONTRACT TIME; NOTICE TO PROCEED
The Contract Time shall commence to run on the dav indicated in the Notice to
Proceed.
2.05 STARTING THE PROJECT
Contractor shall start to perform the Work on the date when the Conhact Time
commences to run, but no Work shall be done at the site prior to the date on which
the Contract Time commences to run.
2.06 BEFORE STARTING CONSTRUCTION
Before undertaking each part of the Work, Contractor shall carefully study and
compare the Contract Documents and check and veri$, pertinent figures shown
thereon and all applicable field measurements.
Contractor shall promptly report in writing to Engineer any conflict, eror or
discrepancy which Contractor may discover; however, Contractor shall not be
liable to Owner or Engineer for failure to report any conflict, error or
discrepancy in the Drawings or Specifications, unless Contractor had actual
knowledge thereofor should reasonably have known thereof.
Before any Work at the site is started, Contractor shall deliver to Owner, with a
copy to Engineer, certificates of insurance (and other evidence of insurance
requested by Owner) which Contractor is required to purchase and maintain in
accordance with Part 5.
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2.07 PRECONSTRUCTIONCONFERENCE
Within twenty (20) days after the effective date of the Agreement, but before
Contractor starts the Work at the site, a conference will be held for review and
acceptance ofthe schedules referred to in Section 6.13, to establish procedures for
handling Shop Drawings and other submiftals and for processing Applioations for
Partial Payment, and to establish a working understanding among the parties as to
the Work.
PART 3- CONTRACT DOCUMENTS: INTENT AI\D REUSE
3.01 TNTENT
The Conhact Documents comprise the entire Agreement between Owner and
Contractor conceming the Work. They may be altered only by a Modification.
The Contract Documents are complementary; what is called for by one is as
binding as if called for by all. If, during the perforrnance of the Work,
Contractor finds a conflict, eror or discrepancy in the Contract Documents, he
shall report it to Engineer in writing at once and before proceeding with the
Work affected thereby; however, Contractor shall not be liable to Owner or
Engineer for failure to report any conflict, eror or discrepancy in the
Specifications or Drawings unless Contractor had actual knowledge thereof or
should reasonably have known thereof.
It is the intent of the Specifications and Drawings to describe a complete project
(or part thereof) to be constructed in accordance with the Contract Documents.
Any V/ork that may reasonably be inferred from the Sperifications or Drawings
as being required to produce the intended result shall be supplied whether or not
it is specifically called for. When words which have a well-known technical or
trade meaning are used to describe Work, materials or equipment, such words
shall be interpreted in accordance with such meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or
association, or to the code of any govemmental authority, whether such
reference be specific or by implication, shall mean the latest standard
specification, manual or code in effect at the time of opening of Bids (or, on the
effective date of the Agreement if there were no Bids), except as may be
otherwise specifically stated. However, no provision of any referenced standard
specification manual or code (whether or not specifically incorporated by
reference in the Contract Documents) shall change the dufies and
responsibilities of Owner, Contractor or Engineer, or any of their agents or
employees from those set forth in the Contract Documents. Clarifications and
interpretations of the Contract Documents shall be issued by Engineer as
provided for in paragraph 9.03.
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D. The Contract Documents have been made, executed, and delivered ,; ;" ;a;; I
of Colorado and shall be governed and construed for all purposes under and in
accordance with the laws of the State of Colorado.
D. The Project Manual consists of Invitation to Bid, Instruction to Bidders, Bid
Form, Bid Bond, Agteement, Performance Payment and Warranty Bond,
General Conditions, Supplementary Conditions, and Specifications. Should any
construction or conditions which are not thoroughly or satisfactorily stipulated
or set forth by the Specifications be anticipated on any proposed project,
Supplementary Conditions for such Work may be prepared and attached to the
Bid Proposal Form and Agreement, and shall be considered as part of the
Specifications, the same as though contained fully therein. Should any
Supplementary Condition conflict with the General Conditions, the
Supplementary Condition will govem.
3.02 REUSE OF DOCUMENTS
Neither Contractor nor any Subcontractor, manufacturer, fabricator, supplier or
diskibutor shall have or acquire any title to or ownership rights in any of the
Drawings, Specifications or other documents (or copies of any thereof) prepared by
or bearing the seal ofEngineer; and they shall not reuse any ofthem on extensions
of the Project or any oiher piojeCt withont written consent of Owner and Engineer
and specific written verification or adoption by Engineer.
PART 4- AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE
POINTS
4.01 AVAILABILITYOF'LANDS
Owner shall furnish, as indicated in the Conhact Documents, the lands upon which
the Work is to -be perfoJqled, rights-olrvay for access thereto, and such other lands
which are designated for the use of the ContraCtoi. Eadements fof permanent
structures or permanent changes in existing facilities will be obtained and paid for Iby Owner, unless otherwise provided in the Contract Documents. In acquiring r
easements or rights-of-way, the Owner shall proceed as expeditiously as possible, -but in the event all easements or rights-of-way are not acquired prior to the I
beginning of construction, the Contractor shall begin Work on such eimements and -
riglrts-of-way that have been acquired. In the event a delay in the acquisition of I
rights-of-way causes unavoidable delay in Contractor's prosecution of the Work, I
then Contract may make a claim for an extension of Contract Time, as provided in
Part 12. Contractor shall provide for all additional lands and access thereto that may I
be required for ternporary construction facilities or storage of materials and t
equipment.
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4.02 PHYSICAL CONDITIONS - IIIVESTIGATIONS AND REPORTS
Owner shall identify and make available to Contractor copies of those reports of
investigations and test of subsurface and latent physical conditions at the site or
otherwise affecting cost, progress or performance of the Work which have been
relied upon by Engineer in preparation of the Drawings and Specifications. Such
reports are not guaranteed as to accuracy or completeness and axe not part of the
Contract Documents.
4.03 UNFORESEENPHYSICALCONDITIONS
A. Contractor shall promptly notify Owner and Engineer in writing of any latent
physical conditions at the site or in an existing structure differing materially
from those indicated or referred to in the Contract Documents. Engineer will
promptly review those conditions and advise Owner in writing if further
investigation or tests are necessary. Promptly thereafter, Owner shall obtain the
necessary additional investigations and tests and fumish copies to Engineer and
Contractor. If Engineer finds that the results of such investigations or tests
indicate that there are latent physical conditions which differ materially from
those intended in the Conkact Documents, and which could not reasonably have
been anticipated by Contractor, a Change Order shall be issued incorporating
the necessary revisions.
B. Rock encountered during excavatior; and dewatering of soils shall not
constitute unforeseen physical conditions pursuant to paragraph 4.034.
Contractor shall not be entitled to a Change Order for expense and delay
resulting from greater than anticipated rock excavation or dewatering.
4.O4 REFERENCE POINTS
Owner shall provide engineering surveys for consffuction to establish reference
points which in its judgment are necessary to enable Contractor to proceed with the
Work. Contractor shall be responsible for laying out the Worlq shall protect and
preserve the established reference points and shall make no changes or relocations
without the prior written approval of Owner. Conhactor shall report to Engineer
whenever any reference point is lost or destroyed or requires relocation because of
necessary changes in grades or locations, and shall be responsible for replacement or
relocation ofsuch reference points by professionally qualified personnel.
PART 5- BONDS AIID INSURANCE
5.01 PERFORMANCEANDOTHERBONDS
A- Contractor shall
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equal to the Agreement Price as security for the faithfulooToo-7 *"""#lifol
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performance and payment of all Contractor's obligations under the Contract
Documents. This Bond shall remain in effect at least until two (2) years after
the date when final payment becomes due, or until the two-year correction
period in paragraph 13.07 is over, except as otherwise provided by law or
regulation or by the Contract Documents. Contractor shall also furnish such
other Bonds as are required herein by the Supplementary Conditions. All Bonds
shall be on the forms prescribed by the Contract Documents and be executed by
such Sureties authorized to do business in the State of Colorado as are named in
the current list of "Companies Holding Certificates of Authority as Acceptable
Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as
published in Circular 570 (amended) by the Audit Staff Bureau of Accounts,
U.S. Treasury Department. Each Bond shall be accompanied by a power of
attomey authorizing the attomey-in-fact to bind the Surety and certified to
include the date of the Bond.
If the Surety on any Bond furnished by Contractor is declared a bankrupt or
becomes insolvent, or its right to do business is terminated in any state where
any part of the Project is located or it ceases to meet the requirements of
paragraph 5.01A Contractor shall, within five (5) days thereafter, substitute
another Bond and Surety acceptable to Owner.
The Performance, Pal.rnent and Wananty Bond shall be in an amount equal to
one hundred percent (100%) of the Agreement Price, as indicated by Change
Orders and all modifications, as security for payment of all wages and bills
contracted for materials, supplies, and equipment used in the performance of the
contract.
5.02 CONTRACTOR'S INSURANCE REQTIIREMENTS
A, Contractor shall purchase and maintain during the entire term of this Agreement
including any extension of the Contract Time through Change Orders, and as
provided in Paragraph 5.02B such commeroial general liability and other
insurance as will provide protection from claims set forth below which may
arise out of or result from Contractor's performance of the Work and
Contractor's other obligations under the Contract Documents, whether such
performance is by Conhactor, by any Subconhactor, by anyone directly or
indirectly ernployed by any of them, or by anyone for whose acts any of them
may be liable:
1. Claims under workers' or workmen's compensation, disability benefits and
other similar employee benefit acts;
2. Claims for damages because of bodily injury, occupational sickness or
disease, or death of Contractods employees;
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Claims for damages because of bodily injury, sickness or disease, or death
of any person other than Contractor's employees;
Claims for damages insured by personal injury liability coverage which are
sustained (i) by any person directly or indirectly resulting from the
employment of such person by Contractor, or (ii) by any person for any
other reason;
Claims for damages, other than to the Work itself, because of injury to or
destruction of tangible property, including loss of use resulting therefrom;
and
6. Claims for damages because of bodily injury or death of any person or
property damage arising out of the ownership, maintenance or use of any
motor vehicle.
B. The insurance required of Contractor shall include the specific coverages and
corresponding limits of liability provided in paragraph 5.02E, or as required by
law, whichever is greater. All coverages shall be underwritten by carriers
authorized to do business in Colorado, with an A.M. Best's rating of not less
than A- and a classification of X or higher, unless otherwise acceptable to
Owner. All such insurance shall contain a provision that the coverage afforded
will not be cancelled, materially changed or renewal refused until at least thirty
(30) days' prior written notice has been given to Owner and Engineer. "Will
endeavor" and "but failwe to mail such notice shall impose no obligation of any
kind upon the company, its agents, or representatives" wording shall be deleted
from the certificates. A11 such insurance shall remain in effect until final
payment and at all times thereafter when Contractor may be corecting,
removing or replacing defective Work in accordance with paragraph 13.07. In
addition, Contractor shall maintain such completed operations insurance for at
least two (2) years after final payment and fumish Owner with evidence of
continuation ofsuch insurance at final payment and two (2) years thereafter.
C. Workers' compensation shall include "all states" endorsements. To the extent
that Conhactor's work, or work under his direction, may require blasting,
explosive conditions, or underground operations, the commercial general
liability coverage shall contain no exclusion relative to blasting, explosion,
collapse of buildings, or damage to underground property.
D. Contractor and his insurer(s), agree to waive all rights of subrogation against the
Owner, the Engineer, and their subconsultants, employees, officers and
directors, for work performed under this Agreernent.
Policies shall also speciff that the insurance provided by the Contractor will be
considered primary and not contributory to any other insurance available to the
Owner or the Engineer.
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Contractor shall indemnifu, defend and hold harmless the Owner and Engineer
E. The limits of liabilitv for Contractor's Liability Insurance shall not be less than:I
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Each person
$600,000
Per occurrence
Combined Single Limit $1,000,000
General Aggregate
$1,000,000
Products/Completed Operations
1. Workers' Compensation:
2. Employer's Liability:
3. Commercial General
Liability:
a. Bodily Injury and
Properfy Damage
Combined:
Statutory
$i00,000
Disease each person
$100,000
Each accident
$500,000
Disease Policy Limit
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or as to b. Properfy Damage
onlY:
4. ComprehensiveAutomobile
Liabilify:
a. Bodily Injury and
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$600,000
Per occurrence
$1,000,000 aggregate
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Combined:$150,000
Each person
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Per Accident
$600,000
Per Accident
or as to b. Property Damage
only:
$1,000,000
aggregate
F. At the option of Contractor, evidence of coverage and limits may be furnished
by an umbrella liability policy certificate in addition to certificates for Workers'
Compensation and employer's liability, and commercial automobile and general
liability policies.
5.03 CONTRACTUALLIABILITYINSURANCE
The commercial general liability insurance required by article 5.02 shall include
contractual liability insurance applicable to Contractor's obligations under
paragraphs 6.14A and 6.14B.
5.04 OWIYERAI\D ENGINEERADDITIONAL INS{JREDS
Contractor shall name Owner and Engineer as Additional Insured under its
Commercial General Liability insurance, and shall fumish proof of the same by
delivery of a current and valid Certificate of Insurance. The liability limits shall
be as specified for commercial general liability insutance.
5.05 PROPERTYINSURANCE
A. Owner may, but only will do so by Change Order or Addendum, purchase and
maintain property insurance upon the Work at the site to the full insurable value
thereof. This insurance shall include the interests of Owner, Contractor and
Subcontractors in the Work, shall insure against the perils of fire and extended
coverage and shall include "all dsk" insurance for physical loss and damage
including theft, vandalism and malicious mischiei collapse and water damage,
and shall include damages, losses and expenses arising out ofor resulting from
any insured loss or incurred in the repair or replacement ofany insured property
(including fees and charges of engineers, architects, attorneys and other
professionals). Contractor shall purchase and maintain similar property
insurance on portions of the Work stored on and off the site or in transit when
such portions of the Work are to be included in an Application for Paxtial
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Owner intends to, and may, but is not obligated to purchase and maintain boiler
and machinery insurance.
If Contractor requests in writing that other special insurance be included in the
property insurance policy, Owner shall, if possible, include such insurance, and
the cost thereof shall be charged to Contractor by appropriate Change Order.
Prior to commencement of the Work at the site, Owner will in writing advise
Contractor whether or not such special insurance has been procured by Owner.
D. Builder's Risk Insurance.
1. Conhactor shall purchase and maintain builder's risk insurance. This
insurance shall be written in completed value form and shall protect
Contractor, Owner, and Engineer against risks of damage to buildings,
structures, and materials and equipment not otherwise covered under
installation floater insurance, from the perils of fire and lightning, the perils
included in the standard extended coverage endorsement, and the perils of
vandalism and malicious mischief. The amount of such insurance shall be
not less than the insurable value of the Work at completion less the value of
the materials and equipment insured under installation floater insurance.
2. Builder's risk insurance shall provide for losses to be payable to Contractor,
Owner, and Engineer as their interests may appear. The policy shall
contain a provision that in the event of payment for any loss under the
coverage provided the insurance company shall have no rights ofrecovery
against the Contractor, Owner, and Engineer.
E. InstallationFloaterlnsurance.
Contractor shall purchase and maintain installation floater insurance.
Equipment such as pumps, compressors, basin equipment, motors,
switchgear, transformers, panel boards, control equipment, and other
similar equipment shall be insured under the installation floater insutance
when the aggregate value of the equipment exceeds Ten Thousand Dollars
($10,000.00). This insurance shall protect Contractor, Owner, and
Engineer from all insurable risks of physicai loss or damage to materials
and equipment not otherwise covered under builder's risk insurance, while
in warehouses or storage areas, during installation, during tesfing, and after
the Work is completed. It shall be of the "all risk" type, with coverages
designed for the circumstances which may occur in the particular Work
included in the Contract Documents. The coverage shall be for an amount
not less than the insurable value of the Work at completion, less the value
of materials and equipment insured under builder's risk inswance. The
value shall include the aggregate value of the Owner-furnished equipment
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and materials to be erected or installed by Contractor not otherwise insured
under builder's risk insurance. Installation floater insurance shall provide
for losses to be payable to Contractor, Own€r, and Engineer as their interest
may appear. The policy shall contain a provision that in the event of
payment for any loss under the coverage provided the insurance company
shall have no rights or recovery against the Contractor, Owner, and
Engineer.
3. Certificates of insurance covering installation floater insurance shall quote
the insuring agreement and all exclusions as they appear in the policy; or in
lieu of certificates, copies of the complete policy may be submitted.
F. Builders risk insurance policies shall contain a provision that the coverage
afforded will not be cancelled or materially changed until at least 30 days prior
written notice has been given to Owner.
G. Insured losses under policies of insurance which include Owner's interests shall
be adjusted with Owner and made payable to Owner as trustee for the insureds,
as their interests may appear, subject to the requirements of any applicable
mortgage clause, and any direction by arbitrators. Owner as trustee shall have
the right to adjust and settle losses with the insurers unless one of the parties in
interest shall object in writing within 5 days after the occurrence of loss to
Owner's exercise of this power and, if such objection be made, arbihators shall
be chosen as provided in the General Conditions. Owner as trustee shall, in that
case, make settlement with the insurers in accordance with the direction of such
arbitrators. If distribution of the insurance proceeds by arbitration is required,
the arbitrators will direct such distribution. Owner and Contractor waive all
rights against each other and against Engineer for damages caused by fire or
other perils to the extent covered by insurance except such rights as they may
have to the proceeds of such insurance held by Owner as trustee. Contractor
shall require similar waivers by Subcontractors. Each waiver shall be in favor
of all other parties enumerated in this paragraph.
5.06 PARTIAL UTILIZATION - PROPERTY INSURATICE
If Owner finds it necessary to occupy or use a portion or portions of the Work prior
to Substantial Completion of all the Work, such use or occupancy may be
accomplished in accordance with paragraph 14.064; provided that no such use or
occupancy shall commence before the insurers providing the property insurance
shall consent by endorsement on the policy or policies, but the property insurance
shall not be cancelled or lapse on account ofany such padial use or occupancy.
5.07 ACCEPTAIICE OFINSURANCE
A. If Owner has any objection to the coverage afforded by or other provisions of
the insurance required to be purchased and maintained by Contractor on the
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basis of its not complying with the Contract Documents, Owner will notify
Contractor in writing thereof within ten (10) days of the date of delivery of such
certificates to Owner in accordance with paragraph 2.A68. If Contractor has
any objection to the coverage afforded by or other provisions ofthe policies of
insurance required to be purchased and maintained by Owner in accordance
with paragraphs 5.05A and 5.06 on the basis of their not complying with the
Contract Documents, Contractor will notify Owner in writing thereof within ten
(10) days of the date of delivery of such certificates to Contractor. Owner and
Contractor will each provide to the other such additional information in respect
ofinsurance provided by him as the other may reasonably request. Failure by
Owner or Contractor to give any such Notice of Objection within the time
provided shall constitute acceptance of such insurance purchased by the other as
complying with the Contract Documents.
5.08 DEDUCTIBLES
No insurance coverages required to be obtained by Contractor or Owner pursuant to
this Part 5 shall have a deductible greater than $1,000 or as reasonably approved by
Owner.
PART 6- CONTRACTOR'S RESPONSIBILITIES
6.01 SUPERVISIONANDSUPERINTENDENCE
A. The Contractor is an independent contractor and nothing herein contained shall
constitute or designate the Contractor or any of its employees or agents as
employees of the Owner. The Work to be performed by the Contractor shall be
at its sole cost, risk and expense, and no part ofthe cost thereofshall be charged
to the Owner, excq)t the palmrents to be made by the Owner to the Contractor
for the Work performed as provided herein. Owner shall not be responsible for
Contractor's means, methods, techniques, sequences or procedures of
construction or for safety precautions and programs incident thereto.
B. Contractor shall supervise and direct the Work competently and efficiently,
giving the Work the consistent attention necessary to facilitate its progress and
applying such skills and expertise as may be necessary to perform the Work in
accordance with the Contract Documents. Contractor shall be solely
responsible for the means, methods, techniques, sequences and procedures of
construction. Contractor shall be responsible to see that the finished Work
complies accurately with the Contract Documents.
C. Contractor shall employ at all times during its work progress a competent
resident superintendent, who shall not be replaced without written notice to
Owner and Engineer except under extraordinary circumstances. Such
superintendent shall be capable of reading and thoroughly understanding the
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Plans and Specifications and shall receive and fulfill instructions, suggestions
and communications from the Engineer, or its authorized representative. The
superintendent shall have full authority to execute the Work specified in the
Contract Documents without delay and promptly to supply materials, tools,
plant equipment and labor as may be required to perform such Work. Such
superintendent shall be fumished irrespective of the amount of Work sublet.
The superintendent will be Contractor's representative at the site and shall have
authority to act on behalf of Contractor. All communications given the
superintendent shall be as binding as ifgiven to Contractor.
The Contractor shall employ such superintendent and forernen as are careful
and competent, and the Engineer may request the dismissal of any person or
p€rsons employed by the Contractor in, about, or upon the Work who shall
misconduct himself or themselves or be incompetent or negligent in the proper
performance of his or their duties, or neglect(s) or refuse(s) to comply with the
Contract Documents given and such person or persons shall not be employed
again thereon without the written consent of the Engineer. Should the
Contractor continue to employ, or again employ, such person or persons, the
Engineer may withhold all pay estimates which are or may become due, or the
Engineer may suspend the Work until such orders are complied with.
All materials and equipment shall be applied, installed, connected, erected,
used, cleaned and conditioned in accordance with the instructions of the
applicable manufacturer, fabricator, supplier or distributor, excqrt as otherwise
provided in the Contract Documents.
The Contractor shall notiS the Engineer at least forty-eight (48) hours in
advance of the time he intends to start Work on the site. The Contractor shall
operate at such points as the Owner tbrough the Engineer may direct. The
Contractor shall conduct the Work in such a manner and with suflicient
materials, equipment, and labor as is considered necessary to insure his
completion within the time limit set forth in the Agreement. Should the
prosecution of Work for any reason be discontinued by the Contractor, he shall
notifu the Engineer at least forfy-eight (48) hours in advance of resuming
operations.
6.02 LABO& MATERIALS, AI\D EQUIPMENT
A. Contractor shall provide competent, suitable qualified personnel to survey and
lay out the Work and perform construction as required by the Contract
Documents. Contractor shall at all times maintain good discipline and order at
the site. Except in connection with the safet;i or protection of persons or the
Work or property at the site or adjacent thereto, and except as otherwise
indicated in the Supplementary Conditions, all Work at the site shall be
performed during regular working hours, and Contractor will not permit
overtime work or the performance of Work on Saturday, Sunday or any legal
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holiday without Owner's written consent given after prior written notice to
Engineer.
B. Contractor shall fumish all materials, equipment, labor, transportation,
construction equipment and machinery, tools, appliances, fuel, power, light,
heat, telephone, water and sanitary facilities and all other facilifies and
incidentals necessary for the execution, testing, initial operation and completion
of the Work. The Contractor shall fumish such equipment as is considered
necessary for the prosecution of the Work in an acceptable manner and at a
satisfactory rate of progress. All equipment, tools, and machinery used for
handling materials and executing any part of the Work shall be subject to the
approval of the Engineer and shall be maintained in a satisfactory working
condition. Equipment used on any portion of the Work shall be such that no
damage to the Work, roadways, adjacent properfy, or other objects will result
from its use. The Agreement may be terminated if the Contractor fails to
provide adequate equipment for the Work.
C. The source of supply of each of the materials required shall be reviewed and
accepted by the Engineer before delivery is started. Representative preliminary
samples of the character and quality specified may be submitted by the
Contractor or producer for examination and testing. The results obtained from
testing such samples may be used for preliminary review but will not be used as
a final acceptance of the materials. All materials proposed to be used may be
inspected or tested at any time during their preparation and use. If, after testing,
it is found that sources ofsupply which have been reviewed and accepted do not
furnish a uniform product, or if the product from any source proves
unacceptable at any time, the Contractor shali furnish acceptable material from
other sources acceptable to Engineer.
Samples of all materials for test upon which are to be based the acceptance or
rejection shall be taken by the Engineer or his authorized representative at the
discretion of the Engineer. Materials may be sampled either prior to shipment
or after being received at the place of construction. All sampling, iaspection,
and testing shall be done in accordance with the methods hereinafter prescribed.
The Contractor shall provide such facilities as lhe Engineer or his
representative may require for conducting field tests and for collecting and
forwarding samples. The Contractor shall not use or incorporate into the Work
any materials represented by the samples until tests have been made and the
material found to be acceptable. Only materials confirming to the requirernents
of these specifications and which have been accepted by the Engineer or his
authorized agents shall be used in the Work. Any material which, after
acceptance, has for any reason become unfit for use shall not be incorporated
into the Work. Additionally, Contractor and Engineer shall be subject to the
procedures and responsibilities set forth in paragraph 6.13 as it pertains to
samples.
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Except as otherwise provided herein, sampling and testing of all materials, and
the laboratory methods and testing equipment required under these
Specifications, shall be in accordance with the most current edition of the
standards set forth in Technical Specifications. The testing ofall samples shall
be done at the expense ofthe Contractor at an independent laboratory accepted
by the Engineer. Laboratory sieves shall have square openings of the sizes
specified. The Contractor shall furnish the required samples without charge.
All samples have been checked and stamped with the approval of the
Contractor, identified clearly as to material, manufacturer, any pertinent catalog
numbers and the use for which intended. The Contractor shall give sufficient
uotification to the Engiaeer of the placing of orders for materials to permit
testing.
D. All materials and equipment shall be applied, installed, connected, erected,
used, cleaned and conditioned in accordance with the instructions of the
applicable manufacturer, fabricator, supplier or distributor, except as otherwise
provided in the Conhact Documents.
E. Materials shall be stored so as to insure the preservation of their quality and
fitness for the Work. When considered necessary by the Engineer, they shall be
placed on wooden platforms, or other hard, clean surfaces and not on the
ground, and shall be placed under cover or otherwise protected when requested
by the Engineer. Stored materials shall be located so as to facilitate prompt
inspection. Contractor is responsible for the safety of any of its materials, tools,
possessions, and rented items stored on the job site, and for protection of the
project and shall hold Owner and Owner's authorized representative harmless
for any damages or loss incurred thereto.
F. No material, equipment, tools, supplies, or instruments other than those
belonging to or leased by Contractor will be removed from the project site by
Contractor without the prior written approval of Owner.
G. All materials not conforming to the requirements of these Specifications shall
be considered defective. Whether in place or not, such material shall be
removed immediately from the site of the Work, unless otherwise permitted by
the Engineer. No rejected material, the defects of which have been
subsequently corrected, shall be used until approval has been given. Upon
failure of the Contractor to comply promptly with any order of the Engineer
made under the provisions of this article, the Engineer shall have authority to
remove defective materials and to deduct the cost of removal and replacement
with specified materials from any moneys due or to become due the Contractor.
6.03 EQIIIVALENT MATERIALS AND EQUIPMENT
equipment are specified or described in the Drawings or
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manufacturer, fabricator, supplier or distributor, the naming of the item is intended to
establish the type, function and quality required. Unless the name is followed by words
indicating that a substitution is permitted, materials or equipment of other
manufacturers, fabricators, suppliers, or dishibutors may be accepted by Engineer if
sufficient information is submitted by Contractor to allow Engineer to determine that
the material or equipment proposed is equivalent to that named. The procedure for
review by Engineer will be as set forth in paragraphs 6.03A. and 6.03B. below as
supplemented in the other Contract Documents.
A. Requests for review of substitute items of material and equipment will not be
accepted by Engineer from anyone other than Contractor. If Conhactor wishes
to furnish or use a substifute item of mateial or equipment Contractor shall
make written application to Engineer for acceptance thereof, certi$ing that the
proposed substitute will perform adequately the functions called for by the
general design, be similar and ofequal substance to that specified and be suited
to the same use and capable of performing the same function as that specified.
The Application shall state whether or not acceptance of the substitute for use in
the Work will require a change in the Drawings or Specifications to adapt the
design to the substitute and whether or not incorporation or use ofthe substitute
in connection with the Work is
All variations of the proposed substitute from that specified shall be identified
in the Application and available maintenance, repair and replacement service
will be indicated. The Application shall also contain an itemized estimate of all
costs that will result directly or indirectly from acceptance of such substitute,
including costs of redesign and claims of other contractors affected by the
resulting change, all of which shall be considered by Engineer in evaluating the
proposed substitute. Engineer will be the sole judge of acceptability, and no
substitute will be ordered or installed without Engineer's prior written
acceptance. Owner may require Contractor to fumish at Contractor's expense a
special performance guarantee or other Surety with respect to any substitute.
B. Engineer will record time required by Engineer and Engineer's consultants in
evaluating substitutions proposed by Contractor and in making changes in the
Drawings or Specifications occasioned thereby. Whether or not Engiaeer
accepts a proposed substitute, Contractor shall reimburse Owner for the charges
of Engineer and EngineeCs consultants for evaluating any proposed substifute.
6.04 CONCERNING SUBCONTRACTORS
A. Contractor shall not employ any Subcontractor or other person or organization
(including those who are to furnish the principal items of materials or
equipment), whether initially or as a substitute, against whom Owner or
Engineer may have reasonable objection. A Subcontractor or other person or
organization identifred in writing to Owner and Engineer by Contractor prior to
the Notice of Award and not objected to in writing by Owner or Engineer prior
to the Notice of Award will be deemed acceptable to Owner and Engineer.
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Acceptance of any Subcontractor, other person or organization by Owner or
Engineer shall not constitute a waiver of any right of Owner or Engineer to
reject defective Work. If Owner or Engineer after due investigation has
reasonable objection to any Subcontractor, other person or organization
proposed by Contractor after the Notice of Award, Contractor shall submit an
acceptable substitute and the Agreement Price shall be increased or decreased
by the difference in cost occasioned by such substitution, and an appropriate
Change Order shall be issued. Contractor shall not be required to employ any
Subcontractor, other person or organization against whom Contractor has
reasonable objection.
B. Contractor shall be fully responsible for all acts and omissions of his
Subcontractors and ofpersons and organizations directly or indirectly employed
by them and of persons and organizations for whose acts any of them may be
liable to the same extent that Contractor is responsible for the acts and
omissions of persons directly employed by Contractor. Nothing in the Contract
Documents shall create any contractual relationship between Owner or Engineer
and any Subcontractor or other person or organization having a direct contact
with Conhactor, nor shall it create any obligation on the part of Owner or
Engineer to pay or to see to the payment of any moneys due any Subcontractor
or other person or organizatiorL except as may otherwise be required by law.
Owner or Engineer may furnish to any Subcontractor or other person or
organization, to the extent practicable, evidence of amounts paid to Contractor
on account ofspecific work done.
C. The divisions and sections of the Specifications and the identifications of any
Drawings shall not control Contractor in dividing the Work among
Subcontractors or delineating the Work to be performed by any specifrc trade.
D. All Work performed for Contractor by a Subcontractor will be pursuant to an
appropriate Agreement between Contractor and the Subcontractor which
specifically binds the Subcontractor to the applicable terms and conditions of
the Contract Documents for the benefit of Owner and Engineer and contains
waiver provisions as required by the Conffact Documents. Contractor shall pay
each Subcontractor ajust share ofany insuranoe moneys received by Contractor
on account of losses under policies issued pursuant to the Contract Documents.
B. Contractor shall fully cooperate with Owner and such other Contractors or
Subcontractors as may be performing work or supplying materials in connection
with the Project and shall carefully fit its work in with that of all such other
persons or entities. Contractor shall neither commit nor permit any act which
will interfere with the performance of the Project by any such person or entity.
F. Contractor shall promptly pay in full for any and all damages caused to the
project site by Contractor or by any Subcontractor or other person or entity of
any nature furnishing materials, equipment, machinery, supplies, labor, skilled
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services or instruments for whose actions the Contractor is responsible
hereunder.
6.05 PATENT FEES AND ROYALTIES
Ifthe Contractor is required or desires to use any design, device, invention, product,
materials, or process covered by letters ofpatent or copyright, he shall provide for
such use by suitable legal agreement with the patentee or patent owner and shall pay
all license fees and royalties and assume all costs incident to said use in performance
of the Work or incorporation of the Work. The Contractor and the surety shall
indemnity and hold harmless the Owner and Engineer from any and all claims for
infringement by reason of the use of any such patented design, device, invention,
product, material, or process or any trademark or copyright in connection with the
Work agreed to be performed under this contract, and shall indemnify the Owner
and Engineer for any costs, expense and damages, including attomey's fees, which
they may be obliged to pay for reason of any such infringement at any time during
the prosecution, or after the completion of the Work.
6.06 PERMITS
Unless otherwise provided in the Contract Documents, Contractor shall obtain all
permits and licenses, pay all charges and fees, including but not limited to all
inspection charges of agencies having appropriate jurisdiction and give all notices
necessary and incidental to the due and lawful prosecution of the Work. Owner and
Engineer shall assist Contractor, when necessary, in obtaining such permits and
licenses. Contractor shall pay all charges of utility service companies for
cormections to the Work, and Owner shall pay all charges of such companies for
capital costs related thereto. A copy of all permits and licenses procured by
Contractor shall be supplied to Engineer within a reasonable period of time.
6.07 LAWS AND REGULATIONS
Contractor shall be familiar with all federal, state and local laws, ordinances, rules
and regulations which in any manner affect those engaged or employed in the Work
or the material or equipment used in or on the site, or in any way affect the conduct
of the Work, including rule and regulations that Owner may promulgate at any time
for the safe, orderly and efficient conduct of all Work on the Project ("the applicable
regulations"). If Contractor observes that the Specifications or Drawings are at
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ith, Contractor shall give Engineer prompt written notice thereof,
and any necessary changes shall be
Contractor, at all times, shall observe and comply with all applicable regulations and
the Contract Documents and its surety shall indemnifu and hold harmless the
Owner, the Engineer and their consultants, agents, and ernployees, against any claim
or liability arising from or based on the violation ofany applicable regulations, by
anyone for whom Contractor is responsible.
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6.08 TAXES
A. Contractor shall pay all sales, consumer, use and other similar taxes required to
be paid by him.
B. Owner is exempt from Colorado State sales and use taxes. Aocordingly, taxes
fiom which Owner is exempt shall not be included in the Agreement Price.
Owner shall, upon request, furnish Contractor with a copy of its certificate of
tax exemption. Contractor and Subcontractors shall apply to the Colorado
Department of Revenue, Sales Tax Division, for an Exemption Certificate and
purchase the materials tax-free. Pursuant to Subsection 39-26-
lla(l)(a)0ilXxA), C.R.S., Contractor and Subcontractors shall be liable for
exempt taxes paid due to failure to apply for Exemption Certificates or for
failure to use said Certificates.
6.09 USE OF PREMISES
Contractor shall confine construction equipment, the storage of materials and
equipment and the operations of workmen to areas permitted by law,
ordinances, permits and the requirements of the Contract Documents.
During the progress of the Work, Contractor shall keep the premises free from
accumulations of waste materials, rubbish and other debris resulting from the
Work. At the completion of the Work Contractor shall remove all waste
materials, rubbish and debris from and about the premises as well as all tools,
appliances, construction equipment and machinery, temporary stnrctures,
stumps or portions of trees and surplus materials, and shall r€store to their
original condition those portions ofthe site not designated for alteration by the
Contract Documents. Materials cleared from the site and deposited on property
adjacent will not be considered as having been disposed ofsatisfactorily.
Contractor shall not load or permit any part of any structure to be loaded ia any
manner that will endanger the structure, nor shall Contractor subject any part of
the Work or adjacent property to stresses or pressures that will endanger it.
All structures or obstructions found on the site and shown on the Contract
Drawings which are not to remain in place or which are not to be used in the
new construction shall be removed to the safisfaction of the Engineer. Unless
specified in the Bid Proposal, this Work will not be paid for separately but will
be included in the price bid for that portion of the Work requiring the removal
of the obstruction. All material found on the site or removed therefrom shall
remain the property of the Owner unless otherwise indicated'
The Contractor, with the consent of the Engineer, may use in the proposed
construction any stone, sand, or gravel found on the site. The Conhactor will
not be paid for such excavation unless specifically stated in the Bid Proposal,
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and it shall replace with other suitable material, without compensation, all of
that portion of the material so removed and used. If it was intended by the
Engineer and indicated in the Specifrcation that any or all of the material so
excavated and used was to have been wasted, then the Contractor will not be
required to replace it. The Contractor shall not excavate outside of the proposed
slope and grade lines as indicated on the Drawings, without prior consent by the
Engineer.
6.10 RECORD DOCUMENTS
Contractor shall keep one record of all Specifications, Drawings, Addenda,
Modifications, Shop Drawings and samples at the site, in good order and annotated
and updated weekly to show all changes made during the construction process.
These shall be available to Engineer for examination and shall be delivered to
Engineer for Owner upon completion of the Work. A11 changes of drawings from
the original drawings shall be neatly marked thereon in brightly contrasting color.
6.1I SAFETY AND PROTECTION
A. Contractor shall be solely responsible for initiating, maintaining and supervising
all safety precautions and programs in connection with the Work. Contractor
shall take all necessary precautions for the safety of, and shall provide the
necessary protection to prevent damage, injury or loss to:
|. All employees on the Work or other persons who may be affected thereby;
2. All the Work and all materials or equipment to be incorporated therein,
whether in storage on or offthe site; and
3. Other property at the site or adjacent thereto, including trees, shrubs, lawns,
walks, pavements, roadways, stnrctures and utilities not designated for
removal, relocation or replacement in the course of construcfion.
The Contractor shall be required to assume sole and complete responsibility for
job site conditions during the course of construction of the Project, including
the safety of all persons who may enter on the job site for any reason and the
security of all property located on the job site. This requirement shall apply at
all times during the course of the contract and not only to normal work hours.
B. Contractor shall comply with all applicable laws, ordinances, rules, regulations
and orders of any public body having jurisdiction for the safety of persons or
property or to protect thern from damage, injury or loss; and shall erect and
maintain all necessary safeguards for such safety and protection. Contractor
shall notiff owners of adjacent property and utilities when prosecution ofthe
Work may affect them. All damage, injury or loss to any property referred to in
paragraphs 6.1.1A.2 or 6.11A.3 caused, directly or indirectly, in whole or in
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part, by Contractor, any Subcontractor or anyone directly or indirectly
employed by any of them or anyone for whose acts any of them may be liable,
shall be remedied by Contractor (except damage or loss attributable to the fault
of Drawings or Specifications or to the acts or omissions of Owner or Engineer
or anyone employed by either of them or anyone for whose acts either of them
may be liable). Contractor's duties and responsibilities for the safety and
protection of the Work shall continue until such time as all the Work is
completed and final payment has been made.
Contractor shall designate a responsible member of his organization at the site
whose duty shall be the prevention of accidents. This person shall be
Contractor's superintendent unless otherwise designated in writing by
Contractor to Owner.
Contractor has the affirmative duty of ensuring compliance with all
Occupational Safety and Health Administration (OSIIA) regulations, of
designating a representative who is a compet€nt person for purposes of
identi$'ing existing or predictable hazards at the site, of providing required
safety instruction for Contractor's Subcontractors and employees, and of
immediately taking precautionary measures when necessary and remedying all
identified OSHA violations. Daily, and other, inspections of the work site,
including of excavations, adjacent areas and protective systems, shall be the
sole responsibility of Contractor. Contractor's obligation to indemnify Owner
pursuant to paragraph 5.02D. shall include failure of Contractor to effect full
compliance with OSHA regulations.
The Contractor shall at all times conduct the Work in such manner as will incur
the least practicable interference with traffic and existing utility systems. No
section ofany road shall be closed to the public, nor any utility system put out
of service except after permission has been granted by the Engineer. Each item
of Work shall be prosecuted to completion without delay and in no instance will
the Contractor be permitted to transfer its forces from uncompleted Work to
new Work without prior written notification of the Conhactor to the Engineer.
The Contractor shall not open up Work to the prejudice of Work already started.
Unless the Contract Documents specifically provide for the closing to traffic of
any local road or highway while construction is in progress, such road or
highway shall be kept open to all traffic by the Contractor. The Contractor shall
also provide and maintain in a safe condition temporary approaches, crossings,
or intersections with roads and highways. The Contractor shall bear all expense
of maintaining traffic over the section of road affected by the Work to be done
under this Contract, and of constructing and maintaining such approaches,
crossing, intersections and any necessary features without direct compensation,
except as otherwise provided.
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The Contractor shall not close any road to the public except by express
permission of the appropriate engineering authority. When the road under
construction is being used by the traveling public, special attenfion shall be paid
to keeping the subgrade and surfacing in such condition that the public can
travel over same in comfort and safety. The Contractor shall cooperate with the
appropriate officials in the regulation of traffic. If the Conhactor constructs
temporary bridges or temporary strea:n crossings, its responsibility for accidents
shall include the roadway approaches as well as the structures of such crossings.
The Contractor shall provide, erect and maintain all necessary barricades, signs,
danger signals and lights to protect the Work and the safety of the public.
Contractor shall comply with the provisions of any and all applicable Traffic
Safety Manuals which may be published by a govemmental entity having
jurisdiction over the project area. All barricades, signs and obstructions erected
by the Contractor shall be illuminated at night and all devices for this purpose
shall be kept buming from sunset to sunrise. The Contractor shall be held
responsible for all damage to the Work due to failure of barricades, signs, lights
and watchmen to protect it, and whenever evid6nce of such damage is found
prior to acceptance, the Engineer may order the damaged portion immediately
removed and replaced by the Contractor without cost to the Owner if, in its
opinion, such action is justified. The Contractor's responsibility for necessary
barricades, signs, and lights shall not cease until the Project shall have been
accepted.
The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of its employees as may be necessary to comply
with the requirements and regulations of the State Department of Health or of
other authorities havingjurisdiction over the Project.
When the use of explosives is necessary for the prosecution of the Work, the
Contractor shall use the utmost care so as not to endanger life or property, and
whenever directed, the number and size of the charges shall be reduced. The
Contractor shall notiSr the proper representatives of any public service
corporation, any company, or any individual, at least eight (8) hours in advance
of any blasting which may damage its or their property on, along, or adjacent to
the site. All explosives shall be stored in a secure manner and all storage places
shall be marked clearly "DANGEROUS E)GLOSIVES," and shall be in care of
competent watchmen at all times.
6.12 EMERGENCIES
In emergencies affecting the safety or protection of persons or the Work or property
at the site or adjacent thereto, Contractor, without special instruction or
authorization from Engineer or Owner, is obligated to act to prevent threatened
damage, injury or loss. Contractor shall give Engineer prompt written Notice of any
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sigrificant changes in the Work or deviations from the Contract Documents caused
thereby.
6.13 PLAIIS AND SHOP DRAWINGS
A. The approved Plans will show details of all structures; lines and grade of
roadways and utility systems, typical cross-sections of roadways; character of
foundation; location and designation of all structures; and the general
arrangement of circuits and outlets, location of switches, panels and other Work.
B. Drawings and Specifications are complementary each to the other, and what is
called for by one shall be as bindiag as if called for by both. Data presented on
Drawings are as accurate as planning can determine, but accuracy is not
guaranteed and field verification of a1l dimensions, locations, levels, etc., to suit
field conditions is directed. The Contractor shall review all structural and
mechanical plans and adjust all Work to confirm to all oonditions shown
therein. The mechanical Drawings shall take precedence over all other
Drawings.
C. Discrepancies between different Plans, or between Plans and Specifications, or
regulations and codes governing the installation shall be brought to the attention
of the Engineer in writing as soon as said discrepancies are noticed. In the
event such discrepancies exist and the Engineer is not so notified, the Engineer
shall reserve the right to exercise sole authority in making final decisions in
resolution of such a conflict. It is mutually agreed that all authorized alterations
affecting the requirements and information given on the Approved Plans shall
be in writing and approved by the Engineer. When at any time reference is
made to "The Plans", the interpretations shall be the Plans as affected by all
authorized alterations then in effect. Plans will be supplemented by such Shop
Drawings to be prepared by Contractor as are necessary to adequately control
the Work.
D. After checking and verifuing all field measurements and approving of Shop
Drawings, Contractor shall submit to Engineer for review, in accordance with
the accepted schedule of Shop Drawings submissions, six copies (unless
otherwise specified in the Special Conditions) of all Shop Drawings, which
shall have been checked by and stamped with the approval of Contractor and
identified as Engineer may require. The date shown on the Shop Drawings will
be complete with respect to dimensions, desigr criteria, materials of
construcfion and like information to enable Engineer to review the information
as required.
E, At the time of each submission, Contractor shall in writing call Engineer's
attention to any deviations that the Shop Drawings or samples may have from
the requirements of th€ Contract Documents.
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Engineer will review with reasonable prompbress Shop Drawings and samples,
but Engineer's review shall be only for conformance with the design concept of
the Project and for compliance with the information given in the Contract
Documents and shall not extend to means, methods, sequences, techniques or
procedures of construction or to satisff precautions or progftlms incident
thereto. The review and approval of a separate item as such will not indicate
approval of the assembly in which the item functions. Contractor shall make
any corrections required by Engineer and shall retum the required number of
corrected copies of Shop Drawings and resubmit new samples for Engineer's
review. Contractor shall direct specific attention in writing to revisions other
than the corrections called for by Engineer on previous submittals. Contractor's
stamp of approval on any Shop Drawings or sample shall constitute a
representation to Owner and Engineer that Contractor has either determined and
verified all quantities, dimensions, field construction criteria, materials, catalog
numbers, and similar data or assumes full responsibility for doing so, and that
Contractor has reviewed or coordinated each Shop Drawing or sample with the
requirements of the Work and the Contract Documents.
Where a Shop Drawing or sample is required by the Specificafions, no related
Work shall be commenced until the submittal has been reviewed by Engineer.
Engineer's review of Shop Drawings or samples shall not relieve Contractor
from responsibility for any deviations from the Conhact Documents unless
Contractor has in wrifing called Engineer's attention to such deviation at the
time of submission and Engheer has given written concurence and approval to
the specific deviation, nor shall any concrurence or approval by Engineer
relieve Contractor from responsibility for errors or omissions in the Shop
Drawings.
The cost of furnishing all shop drawings shall be bome by the Contractor.
Finished surfaces in all cases shall conform with lines, grade, cross-sections and
dimensions shown on the Approved Plans. Any deviations from the Plans and
working Drawings, as may be required by the demands of construction, will in
all cases be determined by the Engineer and authorized in writing.
The Plans and Specifications, and all supplementary plans and documents, are
essential parts of the Contract Documents, and a requirement occurring in one is
just as binding as though occurring in all. They are intended to be cooperative
to describe and provide for a complete Work. The Contractor shall not take
advantage of any apparent error or omission in the Plans or Specifications. In
the event the Contractor discovers any apparent conflict, elror or discrepancy,
he shall immediately call upon the Engineer for his interpretation and Engineer's
decision shall be final. Any apparent error or discrepancy must be resolved
before Contractor proceeds with the Work affected thereby.
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6.14 CONSTRUCTIONSTAKES
A. Unless otherwise directed in the Supplementary Conditions, the Contractor will
furnish and set construction stakes establishing all lines, grades, and
measurements necessary for the proper execufion of the Work contracted for
under these Specifications. The Owner will provide basic horizontal and
vertical control. If construction surveys are provided by the Owner, the
Contractor shall request that Owner provide engineering surveys and placement
of construction stakes no less than 48 hours prior to the time such service is
needed. The Contractor shall satis$ himself as to the accuracy of all
measurements before constructing any permanent structure and shall not take
advantage of any errors which may have been made in lalng out the Work.
The Contractor shall be held responsible for the proper preservation of all marks
and stakes. Stakes provided by the Owner, which must be reset after initial
placement, will be replaoed at Contractor's expense at the current billable rate
for a three-person survey crew unless the stakes were removed or destroyed by
causes beyond the Contractor's control. Said cost may be deducted from any
funds due the Contractor.
B. The Resident Project Representative shall be authorized to inspect Work done
and material fumished. Such observation may extend to any part of the Work
and to preparation, fabrication, or manufacture of the materials to be used. The
Resident Project Representative is authorized to call the attention of the
Contractor to any failure of the Work or materials to conform to the Contract
Documents. He shall have the authority to reject materials or suspend the Work
not conforming to Contract Documents until any questtons at issue can be
refened to and decided between the Engineer and the Owner. If the Contractor
refuses to suspend operations on verbal order, the Resident Project
Representative shall issue a written order giving the reason for shutting down
the Work. After placing the order giving the reason for shutting down the Work
in the hands ofthe person in charge, the Resident Project Representative shall
immediately leave the job. Work done during the absence of the Resident
Project Representative will not be accepted nor paid for. The Resident Project
Manager shall in no case act as foreman or perform other duties for the
. Conhactor, nor interfere with the management of the Work by the latter. Any
advice which the Resident Project Representative may give the Contractor shall
in no way be construed as releasing the Contractor from fulfilling all of the
terms of the Contract Documents.
6.15 PRIVATE PROPERTY AI\D EXCAVATION
The Contractor shall not enter upon private property for any purpose without first
obtaining permission, and he shall be responsible for the preservation of all public
and private property, trees, fences, monuments, underground structures, etc., on and
adjacent to the site and shall use every precaution necessary to prevent damage or
injury thereto. He shall protect carefully, from disturbance or damage, all land
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monuments and property marks until an authorized agent has witnessed or otherwise I
referenced their location. and shall not remove them until directed. He shall be
responsible for all damage or injury to property or any character resulting from any I
act, omission, neglect or misconduct in his or any subcontractor's manner, or method '
of executing said Work, or due to his or any subcontractor's non-execution of said I
work, or any time due to defective Work or materials, and said responsibility shall I
not be released until the Work has been completed and accepted. The Contractor's '
attention is directed to the importance ofprotecting all public utilities encountered I
on the Project. These may include telephone, telegraph and power lines, water lines, t
s€wer lines, gas lines, railroad tracks and other overhead and underground utilities.
Before any excavation is begun in the vicinity of water lines, railroad tracks or
structures, sewer lines, gas tines, or telephone conduits, eact utilily compalny
concemed must be notified in advance of such excavation, and such excavation shall
not be made until an authorized representative of the utility company concemed is I
on the ground and has designated the location of their facilities. When or where any I
direct or indirect damage or injury is done to public or private properfy by or on
account of any act, omission, neglect, or misconduct in the execution of the Work, Ior in consequence of the non-execution thereof on the part of the Contractor or I
subcontractor, Contractor shall restore at his own expense, such property to a
condition similar or equal to that existing befbre such damage or injury *is ggne if Irepairing, rebuilding or otherwise restoring, as may be directed, or he shall make I
good such damage or injury in an acceptable manner. In case of the failure on the I
purt oftn" Contractor to restore such property or to have started action to make good Isuch damage or injury, the Engineer may, upon forry-eight (48) hours' notice, I
proceed to direct the repair, rebuilding ofor otherwise restore such property as may I
be deemed necessary and the cost thereof will be deducted for any moneys due or I
which may become due the Contractor under the Contract Documents. The cost of
damages due to Contractor's operation or cost of protecting utilities where required 1
to permit construction under these Contract Documents shall be included in the I
original Contract prices for the Project.
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PART 7- COORDINATION OFWORK
7.OI OWNERS RIGHT TO PERF'ORM
Owner may perform additional work related to the Project by himself, or have
additional work performed by utility service companies, or let other direct contracts
therefor which shall contain General Conditions similar to these. Contractor shall
afford the utility service companies and the other contractors who are parties to such
direct contracts (or Owner, if Owner is performing the additional work with Ownet's
employees) reasonable opportunity for the introduction and storage of materials and
equipment and the execution of Work, and shall properly connect and coordinate his
Work with theirs, and shall conduct his operations as to minimize the interference
with theirs, as directed by Engineer.
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7.02 CONTRACTORTO COORDINATE
If any part of Contractor's Work depends for proper execution or results upon
the work of any such other contractor or utility service company (or Owner),
Contractor shall inspect and promptly report to Engineer in writing any patent
or apparent defects or deficiencies in such work that render it unsuitable for
such proper execution and results. Contractols failure so to report shall
constitute an acceptance of the other work as fit and proper for integration with
Contractor's W'ork except for latent or non-apparent defects and deficiencies in
the other work. Such acceptance by Contractor shall render him responsible for
subsequent correction ofany such work.
Contractor shall do all cutting, fitting and patching of his Work that may be
required to make its several parts come together properly and integrate with
such other work. Contractor shall not endanger any work of others by cutting,
excavating or otherwise altering their work and will only cut or alter their work
with the written consent of Engineer and the others whose work will be
affected.
If the performance of additional work by other contractors or utility service
companies or Owner was not noted in the Contract Documents, written notice
thereof shall be given to Contractor prior to starting any such additional work.
If the performance of such additional work not noted in the Contract Documents
causes unavoidable additional expense to Contractor or causes unavoidable
delay in the Contractor's prosecution of the Work, Contractor may make a claim
therefor as provided in Parts l1 and 12 respectively.
PART 8- OWIIER'S RESPONSIBILITIES
8.01 OWNER TO COMMUI\TICATE THROUGH ENGINEER OR OWNER'S
REPRESENTATIVE
Except as otherwise provided in these General Conditions, Owner shall issue all
communications to Contractor through Engineer or the OwneCs Rqresentative.
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PART 9. STATUS OF ENGINEER DURING CONSTRUCTION
9.01 DUTIES OF ENGINEER
Engineer will be Owner's representative during the construction period unless the
Owner shall desigrrate in writing another representative. The duties and
responsibilities and the limitations of authority of Owner's representative during
construction are set forth in the Contract Documents and shall not be extended
without written consent of Owner and Engineer.
9.02 VISITS TO SITE
Engineer will make visits to the site at intervals appropriate to the various stages of
construction to observe the progress and quality of the executed Work and to
determine, in general, if the Work is proceeding in accordance with the Contract
Documents. Engineer will not be required to make exhaustive or continuous on-site
inspections to check the quality or quantity of the Work. Engineer's efforts will be
directed toward providing for Owner a greater degree of confidence that the
completed Work will conform to the Contract Documents. On the basis of such
visits and on-site observations as an experienced and qualified design professional,
Engineer will keep Owner informed of the progress of the Work and will endeavor
to guard Owner against defects and deficiencies in the Work.
9.03 CLARIFICATIONSAI\DINTERPRETATIONS
Engineer will issue with reasonable promptness such written clarifications or
interpretations of the Contract Documents (in the form of Drawings or otherwise) as
Engineer may determine necessary, which shall be consistent with or reasonably
inferable from the overall intent of the Contract Documents.
9.04 REJECTING DEFECTIVE WORK
Engineer will have authority to disapprove or reject Work which is defective, and
will also have authority to require special inspection or testing of the Work as
provided in paragraph 13.048., whether or not the Work is fabricated, installed or
completed.
9.05 PROJECTREPRESENTATION
Engineer will fumish a Resident Project Representative to assist Engineer in
observing the performance of the Work. The duties, responsibilities and limitafions
of authority of any such Resident Project Representative and assistants will be as
provided lurPart22.
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9.06 DECISIONS ON DISAGREEMENTS
A. Engineer will be the initial interpreter of the requirements of the Contract
Documents and judge of the acceptability of the Work thereunder. Claims,
disputes and other matters relating to the acceptability of the Work or the
interpretation of the requirements of the Contract Documents pertaining to the
execution and progress of the Work shall be referred initially to Engineer in
writing with a request for a formal decision in accordance with this paragraph,
which Engineer will render in writing within a reasonable time. Written Notice
of each such claim, dispute and other matter shall be delivered by the claimant
to Engineer and the other parfy to the Agreement within fifteen (15) days of the
occlurence of the event giving rise thereto, and written supporting data will be
submitted to Engineer and the other party within forfy-five (45) days of such
occurence unless Engineer allows an additional period of time to ascertain
more accurate data. In his capacity as interpreter and judge Engineer will not
show partiality to Owner or Contractor and will not be liable in connection with
any interpretation or decision rendered in good faith and in accordance with
professional standards in such capacity.
B. Notwithstanding Paragraph E of Part l0 of the Owner-Contractor Agreement,
the rendering of a decision by Engineer pursuant to paragraph 9-06,4'. with
respect to any such claim, dispute or other matter (except any which have been
waived by the making or acceptance of final payment as provided in paragraph
14.11) or the determination by Engineer that it shall not render a decision with
respect thereto, will be a condition precedent to any exercise by Owner or
Contractor of such rights or remedies as either may otherwise have under the
Contract Documents or at law in respect of any such claim, dispute or other
matter.
9.0? LIMITATIONS ON ENGINEER'S AI\D OWNER'S RESPONSIBILITIES
Neither Engineer's nor Owner's authority to act under this Part 9 or elsewhere tn
the Conhact Documents nor any decision made by Engineer or Owner in good
faith either to exercise or not to exercise such authority shall give rise to any
duty or responsibitity of Engineer or Owner to Contractor, any Subcontractor,
any manufacturer, fabricator, supplier, or distributor, or any of their agents or
employees or any other person performing any of the Work.
Whenever in the Contract Documents the terms "as ordered," "as directed," "as
required," "as allowed" or terms of like effect or import are used, or the
adjectives "reasonable," "suitable," "acceptable," "proper" or "satisfactory" or
adjectives of like effect or import are used, to describe requirement, direction,
review or judgment of Engineer as to the Work, it is intended that such
requirement, direction, review or judgement will be solely to evatuate the Work
for compliance with the Contact Documents (unless there is a specific
statement indicating otherwise). The use of any such term or adjective never
indicates that Engineer shall have authority to supervise or direct performance
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of the Work or authority to undertake responsibility contrary to the provisions
of paragraphs 9.07C. or 9.07D.
C. Engineer will not be responsible for Contractor's means, methods, techniques,
sequences or procedures of construction, or the safety precautions and programs
incident thereto, and Engineer will not be responsible for Contractor's failure to
perform the Work in accordance with the Contract Documents.
Neither Engineer nor Owner will be responsible for the acts or omissions of
Contractor or of any Subcontractors, or of the agents or employees of any
Contractor of Subcontractor, or of any other persons at the site or otherwise
performing any of the Work.
CHANGES IN THE WORK
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D.
IO.OT OWNER MAY ORDER CHA}{GES
A. Without invalidating the Agreement, Owner may, at any time or from time to
time, order additions, deletions, or revisions in the Work; these will be
authorized by Field Orders or Change Orders. Upon receipt of a Field Order or
Change Order, Conhactor shall proceed with the Work involved. All such
Work shall be executed under the applicable conditions of the Contract
Documents. If any Change Order causes an increase or decrease in the
Agreement Price or an extension or shortening of the Contract Time, an
equitable adjustment will be made as provided in Part I I or Part 12 on the basis
of a claim made by either pady.
which do not require an adjustment in the Agreement Price or the Contract
Time and which are consistent with the overall intent of the Contract
Documents. Only changes authorized by a Change Order or Field Order shall
be binding on the Owner. The Contractor shall perform changes authorized by
a Field Order in a timely fashion and as specified in the Field Order. Iq
notwithstanding this Paragraph 10.01 8., a Field Order causes unavoidable
additional expense or unavoidable delay in Contractor's prosecution of the
Work, Contractor may make a claim therefor as provided in Part I I or Part 12,
respectively.
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entitle Contractor to an increase in the Aereement Price or an extension of the
Contract Time, except in the case of an emergency ils provided in paragraph
6.12.
D. IfNotice of any change affecting the general scope of the Work or change in the
Agreement Price is required by the provisions of any Bond to be given to the
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Surety, it will be Contractor's responsibility to so notify the Surety, and the
amount of each applicable Bond shall be adjusted accordingly. Contractor shall
fumish proof of such adjustment to Owner.
E. If Owner and Contractor are unable to agree to an adjustment in the Agreement
Price or Contract Time of a Change Order as provided in Parts l1 and l2herein,
the Owner may issue the Change Order without an adjustrnent and the Parties
may proceed to Dispute Resolution. The Conhactor shall promptly perform any
such Change Order. Alternatively, the Owner reserves the right to perform the
Work described in the Change Order directly or to hire other contractor(s) to
perform said Work. In this case, the Contractor shall not be entitled to any
increase in the Agreement Price, nor to any additional cost or fees, nor to any
extension of the Contract Time, and the Contractor shall permit free access to
the site by the Owner or any other contractor engaged by Owner to perforur said
Work.
PART 11 - CHAI\GE OFAGREEMENT PRICE
11.01 AGREEMENT PRICE CIIANGED ONLYBY CHANGE ORDER
A. The Agreement Price constitutes the total compensation (subject to authorized
adjustments by Change Order) payable to Contractor for perforrning the Work.
All duties, responsibilities and obligations assigned to or undertaken by
Contractor shall be at his expense without change in the Agreemeirt Price.
B. The Agreement Price may only be changed by a Change Order signed and
approved by Contractor and Owner or by a Change Order issued pursuant to
paragraph 11.01B. When a price for extra or changed Work by way of a
Change Order has been issued under paragtaph I1.01B, Contractor and Owner
agree that the price set forth in the Change Order shall include the cost of the
extra or change plus any direct, indirect, and impacted costs attributable to the
change or extra. In the event that there is an immediate need for a Change
Order involving a change in the Agreement Price, a Change Order may be
approved by the Owner's Representative and the Engineer, subject to the
following conditions: (1) the Ownet's Representative must obtain and
document the oral approval of one member of the Owner's Board of Directors to
the Change Order; (2) the Contractor must approve the Change Order; and (3)
the amount of the aggregate value of any Change Orders issued under this
immediate need may not exceed, within any 30 day period, $200,000 or five
percent of the Agreement Price, whichever is less.
C. The Owner, through the Engineer, may request changes to the Agreement for
additional work or in response to claims by Conhactor. All Change Order
pricing and time extension analysis shall be in accordance with the following:
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1. The Engineer shall submit to the Contractor a "Request for frofoiat" I
outlining the scope of work contemplated for said construction changes.
2. The Contractor shall submit within fourteen (14) days of receipt of a
"Request for Proposaln a complete cost and fee and time extension analysis
for the proposed change which shall include:
a. Detailed itemization of materials and labor estimated for said work:
b. Detailed itemization from all Subcontractors for their respective labor
and materials for said workl
c. Copies of quotations from suppliers substantiating all materials and
equipment costs;
of overhead and fees in accordance with Paragraph
e. Any request for Contract Time extension with all substantiating
rationale therefor. I
D. Contractor shall be entitled to submit a claim for additional compensation for
changes ordered by Owner through a Change Order, ifsuch Change Order does
not contain an agreed-upon adjustment, and for changes ordered by Engineer
through a Field Order, subject to the provisions of the Contract Documents. If
the Contractor believes extra compensation is due him for Work or materials
not clearly covered in the Contract Documents, or not ordered in writing by the
Owner or Engineer, he must, prior to beginning the Work on which he bases the
claim, submit in writing to the Engineer and the Owner his intention to make a
claim for such extra compensation and must afford the Engineer every facility
for keeping track of the actual cost of the Work. Failure on the part of the
Contractor to give such notification or to afford the Engineer proper facilities
for keeping strict account of actual cost shall constitute a waiver of the claim for
such extra compensation. The filing of such notice by Contractor and the
keeping account of costs by the Engineer shall not in any way be construed to
provide the validity of the claim. When such Work has been completed, the
Contractor shall within fifteen (15) days file his claim for extra compensation
with the Engineer, including an itemization of all items for which extra
compensation is requested and documentation reasonably satisfactory to Owner.
Engineer shall present the claim to Owner with Engineer's recommendations.
E. The value of any Work covered by a Change Order or of any claim for an
increase or decrease in the Agreement Price shall be determined in one of the
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1. On the basis of the estimated Cost of the Work (determined as provided in
paragraphs 11.01C.) plus a Contractor's Fee for overhead and profit
(determined as provided in paragraph I1.03A.);
2. By mutual acceptance of a lump sum.
11.02 COSTOF'THEWORK
A. The term "Cost of the Work" means the sum of all costs necessarily incurred
and paid by Conhactor in the proper performance of the Work. Except as
otherwise may be agreed to in writing by Owner, such costs shall be in amounts
no higher than those prevailing in the locality of the Project, shall include only
the following items and shall not include any of the costs itemized in paragraph
ll.02B. Whenever the cost of any work is to be determined pursuant to
paragraphs 11.02A. and 11.02B., Contractor will submit in fomr acceptable to
Engineer an itemized cost breakdown together with supporting data:
1. Payroll costs for employees in the direct employ of Contractor in the
performance of the Work under schedules of job classifications agreed
upon by Owner and Contractor. Payroll cost for employees not employed
full time on the Work shall be apportioned on the basis of their time spent
on the Work. Payroll costs shall include, but not limited to, salaries and
wages plus the cost of fringe benefits which shall include social security
contributions, unemployment, excise and payroll taxes, workers' or
workmen's compensation.
Such employees shall include superintendents and foremen at the site. The
expenses of performing Work after regular working hours, on Sunday or
legal holidays, shall be included in the above to the extent authorized by
Owner.
2. Cost of all materials and equipment fumished and incorporated in
Work, including costs of transportation and storage thereof,
manufacturers' field services required in connection therewith. All
discounts shall accrue to Contractor unless Owner deposits funds
Contractor with which to make payments, in which case the cash discounts
shall accrue to Owner. All trade discounts, rebates and refunds, and all
retums from sale of surplus materials and equipment shall accrue to Owner
and Contractor shall make provisions so that they may be obtained.
3. Payments made by Contractor to the Subcontractors for Work perfonned
by Subcontractors. If required by Owner, Contractor shall obtain
competitive bids from Subcontractors acceptable to Contractor and shall
deliver such bids to Owner who will then determine, with the advice of
Engineer, which bids will be accepted. If a subcontract provides that the
Subcontractor is. to be paid on the basis of Cost of the Work Plus a Fee, the
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Subcontractor's Cost of the Work shall be determined in the same manner
as Contractor's Cost of the Work. Al1 Subcontractors shall be subject to the
other provisions of the Conhact Documents insofar as applicable.
Costs of special consultants (including, but not limited to, engineers,
architects, testing laboratories, surveyors, lawyers and accountants)
employed or services specifically related to the Work.
Supplemental costs include the following:
a. Cost, including transportation and maintenance, of all materials,
supplies, equipment, machinery, appliances, and hand tools not owned
by the worlcnen, which are consumed in the performance of the Work,
and cost less market value of such items used but not consumed which
remain the property of Contractor.
b. Rentals of all construction equipment and machinery and the parts
thereof whether rented from Contractor or others in accordance with
rental agreements approved by Owner with the advice of Engineer, and
the costs of transportation, loading, unloading, installation, dismantling
and removal thereof - all in accordance with terms of said rental
agreements. The rental of any such equipment, machinery or parts
shall cease when the use thereof is no lonser necessarv for the Work.
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c. Any Sales, use of similar taxes related to the Work, and for which I
Contractor is liable, imposed by any govemmental authority. I
Deposits lost for causes other than ContractoCs negligence, royalty I
palnnents and fees for permits and licenses. I
Losses and damages (and related expenses), not compensated by I
insurance or otherwise, to the Work or otherwise sustained by t
Contractor or in connecfion with the execution of the Work, provided
they have resulted from causes other than the negligence ofContractor, I
any Subcontractor, or anyone directly or indirectly ernployed by any of t
them or for whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and approval of IOwner. No such losses, damages and expenses shall be included in the
Cost of the Work for the purpose of determining Contracto/s Fee. If,
however, any such loss or damage requires reconstruction and IContractor is placed in charge thereof Contractor shall be paid for
services a fee proportionate to that stated in paragraph 1 1.03A.
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g. The proportion of necessary transportation, travel and subsistence
expenses of Contractor's employees incurred in discharge of duties
connected with the Work.
The cost of utilities, fuel and sanitary facilities at the site.
Minor expenses such as telegrams, long distance telephone calls,
telephone service at the site and similar petty cash items in connection
with the Work.
The term Cost of the Work shall not include any of the following:
1. Payroll costs and other compensation of Contractor's ofificers, executiv€s,
principals (of partnerships and sole proprietorships), general managers,
engineers, architects, estimators, lawyers, auditors, accountants, purchasing
and contracting agents, expediters, timekeepers, clerks and other personnel
employed by Contractor whether at the site or in his principal or a branch
office for general administration of the Work and not specifically included
in the agreed upon schedule of job classifications referred to in
subparagraph 11.02A.1.-all of which are to be considered administrative
costs covered by the Contractods Fee.
2. Expenses of Contractor's principal and branch offices other than
Contraclor's office at the site.
Any part ofContractor's capital expenses, including interest on Contracto/s
capital employed for the Work and charges against Contractor for
delinquent payments.
Cost of premiums for all Bonds and for all insurance whether or not
Contractor is required by the Contract Documents to purchase and maintain
the same (except for addifional Bonds and insurance required because of
changes in the Work).
Costs due to the negligence of Contractor, any Subcontractor, or anyone
directly or indirectly employed by any of them or for whose acts any of
them may be liable, including, but not limited to, the correction of defective
Work, disposal of materials or equipment wrongly supplied and making
good any damage to property.
Other overhead or general expense costs of any kind and the costs of any
item not specifically and expressly included in paragraph I1.02A.
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The Contractor's Fee allowed to Contractor for overhead and profit shall be
determined as follows:
1. A fee based on the following percentages of the various portions of the
Cost of the Work:
a. For costs incurred under paragraphs ll.02A.l. and 11.024.2., the
Contractor's Fee shall be ten percent (10%); and
b. For costs incurred under paragraph 11.02A.3., the Contractor's Fee
shall be five percent (5'/"); and ifa subcontract is on the basis ofCost
of the Work Plus a Fee, the maximum allowable to the Subcontractor
as a fee for overhead and profit shall be ten percent (10%) as set forth
in Paragraph 11.034.1.a.; and
c. No fee shall be payable on the basis of costs itemized under paragraphs
11.024.4., 1 1.02A.5., and I 1.02B.
B. The amount of credit to be allowed by Conhactor to Owner for any such change
which results
decrease. When both additions and credits are involved in any one change, the
combined fee shall be figured on the basis of the net increase if any.
11.04 ADJUSTMENT OF THE UNIT PRICE
Where the quantity of Work with respect to any item that is covered by a unit price
differs materially and significantly from the quantity of such Work indicated in the
Contract Documents, an appropriate Change Order shall be issued on
recommendation of Engineer to adjust the unit price.
PART 12 - CONTRACT TIME AND CHAFIGES
12.01 DETERMINATION AND EXTENSION OF'CONTRACT TIME
The Contractor shall perform fully, entirely, and in a satisfactory and acceptable
manner the Work contracted, within the number of calendar days stipulated in the
Agreement. Time will be assessed against the Contractor in accordance with the
Notice to Proceed. If the Contractor does not begin the Work within the limit
designated in the Notice to Proceed, the calendar days shall start on the first calendar
day after the last permissible starting date as set forth in the Notice to Proceed. If
the satisfactory execution and completion of the Work shall require Work or
materials in greater amounts or quantities than those set forth in the Contract
Documents, then the Contract Time may be increased as negotiated between
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Contractor and Engineer and accepted by Owner as set forth in a Change Order. No
allowances will be made for delays or suspensions of the prosecution of the Work
due to the fault of the Contractor.
12.02 CONTRACT TIME CI{ANGED ONLY BY CHANGE ORDER
The Contract Time may be changed only by a Change Order. If Contractor
desires to make a claim for an extension in the Contract Time he shall give
immediate verbal notification to Engineer followed by written notice delivered
to Owner and Engineer within five (5) days of the occurrence of the event
giving rise to the Claim. Notice of the extent of the claim with supporting data
shall be delivered within fifteen (15) days of such occunence unless Engineer
allows an additional period of time to ascertain more accurate data. All claims
for adjustment in the Contract Time shall be determined by Engineer if Owner
and Contractor cannot otherwise agree. Any change in the Contract Time
resulting from any such claim shall be incorporated in a Change Order. In the
event that there is an immediate need for a Change Order involving a change in
the Contract Time, a Change Order may be approved by the Owner's
Representative and the Engineer, subject to the following conditions: (l) the
Owner's Representative must obtain and document the oral approval of one
member of the Owner's Board of Directors to the Change Order; Q) the
Contractor must approve the Change Order; and (3) the aggregate amount of the
time extensions of any Change Orders issued under this paragraph 12.024.2
may not exceed, within any 30 day period, ten days.
Where, due to delays beyond the control of Contractor which cause unavoidable
delay to the Contractols prosecution of the Work, Contractor is prevented from
completing any part of the Work within the Contract Time or within scheduled
milestones, Contractor shall be entitled to request an extension of time equal to
the time unavoidably lost if Contractor makes a claim therefor as provided in
paragraph 12.01. Such delays may be caused by acts or omissions of the Owner
or others performing Work as contemplated by Part 7, or to fires, floods, labor
disputes, epidemics, acts of God, or to abnormally inclement weather
conditions. Weather conditions shall only be considered abnormally inclement
if there was greater than normal inclement weather considering the term of the
contract and the latest ten-year average of accumulated record mean values from
data compiled by the U.S. Department of Commerce National Oceanic and
Atrnospheric Administration for the locale of the Work.
Atl the time limits stated in the Contract Documents are of the essence of the
Agreemenl The provisions of this Part 12 shall not exclude recovery for
damages (including compensation for additional professional services) for delay
by either party.
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PART 13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS;
CORRECTION, REMOVAL OR ACCEPTAIICE OF DEFECTIVE
WORK
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Contractor warrants and guarantees to Owner and Engineer that, without exception,
all Work will be in accordance with the Contract Documents and will not be
defective. Four copies of all manufacturer's guaranties or certificates that are
required by the Contract Documents shall be submitted to Owner through Engineer
prior to acceptance of the Work. No exceptions to Contract Documents and
guarantee or waranty requirements are permitted. Prompt notice of all defects shall
be given to Contractor. A1l defective Work, whether or not in place, may be
rejected, corrected or accepted as provided in this Part 13.
13.02 ACCESS TO WORK
Engineer and Engineer's representatives, other representatives of Owner, testing
agencies and govemmental agencies with jurisdictional interests will have access to
the Work at reasonable times for their observation, inspection and testing.
Contractor shall provide proper and safe conditions for such access.
13.03 TESTS AND INSPECTIONS
A. Contractor shall give Engineer timely Notice of Readiness of the Work for all
required inspections, tests or approvals.
B. If any law, ordinance, rule, regulation, code, or order of any public body having
jurisdiction requires any Work (or part thereof) specifically to be inspected,
tested or approved, Contractor shall assume fulI responsibility therefor, pay all
costs in connection therewith and fumish Engineer the required certificates of
inspection, testing or approval. Contractor shall also be responsible for and
shall pay all costs in connection with Owner's or Engineer's acceptance of a
manufacturer, fabricator, supplier or distributor of materials or' equipment
proposed to be incorporated in the Work, or of materials or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation
in the Work. The cost of all other inspections, tests and approvals required by
the Contract Documents shall be paid by Owner (unless otherwise specified),
except that the cost of re-testing of materials and equipment as a direct result of
a failure to pass a specified test shall be paid by Contractor.
C. All inspections, test$ or approvals other than those required by law, ordinance,
rule, regulation, code or order of any public body having jurisdiction shall be
performed by organizations acceptable to Owner and Contractor (or by
Engineer, if so specified).
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D. If any Work that is to be inspected, tested or approved is covered without
written concrurence of Engineer, it must, if requested by Engineer, be
uncovered for observation. Such uncovering shall be at Contractor's expense
unless Contractor has given Engineer timely Notice of Contractor's intention to
cover such Work and Engineer has not acted with reasonable promptness in
response to such notice.
E. Neither observations by Engineer or inspections, tests or approvals by others
shall relieve Contractor from his obligations to perform the Work in accordance
with the Contract Documents.
F. Any Work outside the normal five (5) day, forfy (40) hour week may require
that the Resident Project Representative be on the job. All inspection so
required shall be done at the Contractor's expense at Resident Project
Representative's current billable rates and the cost thereof shall be deducted
from any funds due Contractor. The ConJractor shall notifr the Engineer at
least24 hours in advance of starting any such overtime Work.
13.04 UNCOVERING WORI(
If any Work is covered contmry to the written request of Engineer, it must, if
requested by Engineer, be uncovered for Engineer's observation and replaced at
Contractor's expense.
If Engineer considers it necessary or advisable that covered Work be observed
by Engineer or iaspected or tested by others, Engineer shall issue a Field Order
so directing and Contractor shall thereupon uncover, expose or otherwise make
available for observation, inspection or testing as Engineer may require, that
portion of the Work in question, fumishing a1l necessary labor, material and
equipment. If it is found that such Work is defective, Contractor shall bear all
the expenses of such uncovering, exposure, observation, inspection and testing
and ofsatisfactory correction or reconstruction ofthe defective work, including,
for all ofthe foregoing tasks, compensafion for additional professional services.
Contractor shall not request payment fot, nor shall Contractor be entitled to,
compensation for such expenses. If the Work is found not to be defective,
Contractor shall be allowed an increase in the Agreement Price or an extension
of the Contract Time, or both, for any expense or delay directly attributable to
such uncovering, exposure, observation, inspection, testing and reconstruction,
provided that Conffactor submits a verified claim as provided in Parts 11 and 12
within twenty (20) days of performing any such tasks.
13.05 OWNER MAY STOP THE WORI(
If the Work is defective, or Contractor fails to supply sufficient skilled workmen or
suitable matefials or equipment, or fails to furnish or perform the Work in such a
way that the completed work will confomr to the Contract Documents, Owner may
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order Contractor to stop the Work, or any portion thereof, until the cause for such
order has been eliminated; however, this right of Owner to stop the Work shall not
give rise to any duty on the pad of Owner to exercise this right for the benefit of
Contractor or any other party.
13.06 CORRECTION OR REMOVAL OF DEFECTIVE AND UNAUTHORIZEI)
WORK
If required by Engineer, Contractor shall promptly, without cost to Owner and as
specified by Engineer, either correct any defective Work, whether or not fabricated"
installed or completed, or, if the Work has been rejected by Engineer, remove it
from the site and replace it with nondefective Work. Work done without lines and
grades having been given, Work done beyond the lines and grades shown on the
Plans, or as given, except as herein provided, Work done without proper inspection,
or any extra or unclassified Work done without written authority and prior
agreement in writing as to prices, will be done at the Contractor's risk and will be
considered unauthorized and, at the option of the Engineer, may not be measured
and paid for and may be ordered removed and replaced at the Contractor's expense.
13.07 TWO YEAR CORRECTION PERIOD
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If within two (2) years after the date of final payment or such longer period of time I
as may be prescribed by law or by the terms of any applicable special guarantee I
required by the Contract Documents or by any specific provision of the Contract
Documents (unless establishment of a shorter correction period is made by I
Addendum), any Work is found to be defective, Confractor shall prompfly, without I
cost to Owner and in accordance with Owner's written instructions within seven (7)
days after Owner's issuance of written instructions correct the defective Work at I
Contractor's cost. If Contractor does not promptly comply with the terms of such I
instruCtions oi in an emergency wher€ delay would cause setious risk of loss or
damage, Owner may have the defective Work corrected or the rejected Work Iremoved and replaced, and all direct and indirect costs of such removal and I
replacement, including compensation for additional professional services, shall be
paid by Contractor. Contractor shall also pay for -y d"*ug" U*" t13th3r yTIi Iother property or persons which occurred as a result of the defective Work within I
the correctionperiod.
I13.08 ACCEPTANCE OF DEFECTIVE WORK I
If, instead of requiring correction or removal and replacement of defective Work, I
Owner prefers to acrcept it, Owner may do so. In such case, if acceptance occurs
prioi io enginee/J iecommendation of final payment, a Change Order shall be I
issued incorporating the necessary revisions in the Contract Documents, including t
appropriate reduction in the Agreement Price; or, if the acceptance occurs after such
recommendation, an appropriate amount shall be paid by Contractor to Owner.
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13.09 OWNER MAY CORRECT DEFECTIYE WORJ<
If Contractor fails within a reasonable time after written Notice of Engineer to
proceed to correct and to correct defective Work or to remov€ and replace rejected
Work as required by Engineer in accordance with paragraph 13.06 or in accordance
with paragraph 13.07, or if Contractor fails to perform the Work in accordance with
the Contract Documents (including any requirements of the progress schedule),
Owner may, after seven (7) days' written notice to Contractor, correct and remedy
any such deficiency. In exercising its rights under this paragraph Owner shall
proceed expeditiously. To the extent necessary to complete corrective and remedial
action, Owner may exclude Contractor from all or part of the site, take possession of
all or part of the Work, and suspend Contractor's services related thereto, take
possession of Contractor's tools, appliances, construction equipment and machinery
at the site and incorporate in the Work all materials and equipment stored at the site
or for which Owner has paid Contractor but which are stored elsewhere. Contractor
shall allow Owner, Owner's representatives, agents and employees such access to the
site as may be necessary to enable Owner to exercise its rights under this paragraph.
All direct and indirect costs of Owner in exercising such rights shall be charged
against Contractor in an amount verified by Engineer, and a Change Order shall be
issued incorporating the necessary revisions in the Contract Documents and a
reduction in the Agreement Price. Such direct and indirect costs shall include, in
particular but without limitation, compensation for additional professional services
required and all costs of repair and replacement of work of others deshoyed or
damaged by correction, removal or replacement of Contractor's defective Work.
Contractor shall not be allowed an extension of the Contract Time because of any
delay in performance of the Work attributable to the exercise by Owner of Owner's
rights hereunder.
PART T4 CoNSTRUCTION SCHEDTJLE, SCHEDULE OF VALUES, PAYMENTS
TO CONTRACTORS AND COMPLETION
14.01 SCHEDULES
A. Within ten (10) days after issuance of the Notice to Proceed and at least ten
days prior to submitting the first application for a progress payment, the
Contractor shall prepare and submit to Owner the progress schedule listing all
Work tasks required, duration of tasks, sequence of Work, and significant
milestone events; a schedule for Shop Drawing submission; and a schedule of
values. These schedules shall be satisfactory in form and substance to the
Owner and the Engineer and shall employ the CPM or PERT method if so
directed in the Supplementary Conditions. The progress schedule shall be an
accurate reflection of the Work to be performed by Contractor. The progress
schedule shall be subject to the review and concurrence of Owner, but Ovrner's
concrurence shall not Constitute any guarantee or warranty by Owner that the
Work can be perfonned as scheduled. Notwithstanding Owner's review and
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concrurence of the progress schedule, Contractor shall be paid only according to
its completion of the schedule of values, as set forth herein, and not according
to the progress schedule. The Contractor shall revise the progress schedule if so
requested by Owner.
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Agreement Price and shall subdivide the Work into component parts in
sufficient detail to serve as the basis for progress payments during construction.
Upon acceptance of the schedule of values by Engineer and Owner, the
schedule shall be incorporated into the form for Application for Partial Pay'rnent
and such form shall be subject to Engineer's and Owner's reasonable approval.
The Conhactor shall revise the schedule ofvalues ifrequested by Owner. The
Contractor may include on its Application for Partial Payment, payment for
materials stored at the construction site, provided that title to such materials will
pass to the Owner at the time of payment free and clear of all claims, secwity
interests and encumbrances.
14.02 APPLICATION FOR PROGRESS PAYMENTS
A. At least ten (10) days before each progress payment falls due (but not more
often than once a month), Contractor shall submit to Engineer for review an
Application for Partial Payment completed and signed by Contractor covering
the Work completed as of the date of the Application and accompanied by such
supporting documentation as is required by the Contract Documents and also as
Engineer may reasonably require. Each subsequent Application for Partial
Payment shall include an affidavit of Contractor stating that all previous
progress payments received on account of the Work have been applied to
discharge in full all of Contractor's obligations reflected in prior Applications
for Partial Paynnent. The amount of retainage with respect to progress pa).rnents
will be as stipulated in the Agreement.
B. The determination of quantities of Work acceptably completed under the terms
of the Contract Documents will be made by the Engineer and based on
measurements taken by him or his assistants. These measurements will be
taken according to the United States standard measure. All surface and linear
measurements will be taken horizontally unless otherwise shown on Plans or
specified. Structures shall be measured as shown on the Plans. When base
course, topsoil, surface course, or any materials are measured by the cubic yard
in the vehicle, such measurement shall be taken at the point of delivery. The
capacity of all vehicles shall be plainly marked on said vehicle and the capacity
or marking shall not be changed without permission of the Engineer. The
Engineer may require all vehicles to have uniform capacity.
C, No progress payment except final pa;rment will be made for a sum of less than
$1,000.00. The estimates will be approximate only, and all partial or monthly
estimates and payments shall be subject to correction in the estimate rendered
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following discovery of an error in any previous estimates. Should any defective
Work or material be discovered, or should a reasonable doubt arise as to the
integrity of any part of the Work completed previous to the final payment, there
will be deducted from the first estimate rendered after the discovery of such
Work an amount equal in value to the defective or questioned Work, and this
Work will not be included in a subsequent estimate until the defects have been
remedied or the causes for doubt removed.
14.03 CONTRACTOR'S WARRANTY OF TITLE
Contractor warrants and guarantees that title to all Work, materials and equipment
covered by any Application for Payment, whether incorporated in the Project or not,
will pass to Owner at the time of payment free and clear of all claims, security
interests and encumbrances (hereafter in these General Conditions referred to as
"Claims").
14.04 REVIEW OF' APPLICATIONS FORPROGRESS PAYMENT
Engineer will, within ten (10) days after receipt of each Application for Partial
Payment either indicate in writing a recommendation of payment and present
the Application to Owner, or retum the Application to Contractor indicating in
writing Engineer's reasons for refusing to recommend payment. In latter case,
Contractor may make the necessary correcfions and resubmit the Application.
The Owner shall pay Contractor within forty-five (45) days of Owner's approval
of the Application for Partial Payment.
Engineer's recommendation of any payment requested in an Application for
Partial Payment will constitute a representation by Engineer to Owner, based on
Engineer's on-site observations of the Work in progress as an experienced and
qualified desigrr professional and on Engineer's review of the Application for
Partial Payment and the accompanying data and schedules, that the Work has
progressed to the point indicated, and that, to the best ofEnginee/s knowledge,
information, and belief, the quality of the Work is in accordance with the
Contract Documents (subject to an evaluation of the Work as a functioning
Project upon Substantial Completion, to the results of any subsequent tests
called for in the Contract Documents and any qualifications stated in the
recommendation). However, by recommending any such payment Engineer
will not thereby be deemed to have represented that exhaustive or continuous
on-site inspections have been made to check the quality or the quantity of the
Work, or that the means methods, techniques, sequences, and procedures of
construction have been reviewed or that any examination has been made to
ascertain how or for what purpose Contractor has used the moneys paid or to be
paid to Contractor on account of the Agreernent Price, or that title to any Work,
materials or equipment has passed to Owner free and clear of any Claims.
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C. Engineer may refuse to recommend, and the Owner may refuse to pay, the
whole or any part of any payment if, in their opinion, it would be incorrect to
make such payment. They may also refuse to recommend to make any such
payment, or because of subsequently discovered evidence or lhe results of
subsequent inspections or tests, nulliff any such payment previously
recommended, to such extent as may be necessary in Engineer's or Owner's
opinion to protect Owner from loss because:
1. The Work is defective, or completed Work has been damaged requiring
correction or rep lacement,
2. Written Claims have been made against Owner or Claims have been filed
in connection with the Work,
3. The Agreement Price has been reduced because of modifications,
4. Owner has been required to correct defective work or complete the Work in
accordance with paragraph 13.09,
5. Of Contractor's unsatisfactory prosecution of the Work in accordance with
the Contract Documents. or
6. Of Contractor's failure to make payment to Subcontractors for labor,
materials or equipment.
14.05 SUBSTANTIAL COMPLETION
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When Contractor considers the entire Work ready for its intended use, Contractor I
shall, in writing to Owner and Engineer, certifi that the entire Work is substantially I
complete and request that Engineer issue a Certificate of Substantial Completion.
Within a reasonable time thereafter, Owner, Contractor, and Engineer shall make an I
inspection of the Work to determine the status of completion. If Engineer does not I
consider the Work substantially complete, Engineer will notifu Contractor in writing -giving his reasons therefor. If Engineer considers the Work substantially complete, I
Engineer will prepare and deliver to Owner a tentative Certificate of Substantial -
Completion. There shall be attached to the Certificate a punch list of items to be -
completed or corrected before Project completion and finai payrnent. I
14.06 PARTIAL UTILIZATION
A. Use by Owner of completed portions of the Work may be accomplished prior to
Substantial Completion of all the Work subject to the following:I
1. Owner at any time may request Contractor in writing to permit Owner to
use any part of the Work which Owner believes to be substantially I
complete and which may be so used without significant interference with t
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construction of the other parts of the Work. If Contractor agrees,
Contractor will certifr to Owner and Engineer that said part of the Work is
substantially complete. Within a reasonable time thereafter, Owner,
Contractor and Engineer shall make an inspection of that part of the Work
to determine its status of completion. Prior to Owner's use, Engineer will
deliver to Owner and Contractor a written recommendation as to the
division of responsibilities pending final payment between Owner and
Contractor with respect to security, operation, safety, maintenance, utilities,
insurance and correction periods for that part of the Work which is binding
upon Owner and Contractor as to that part of the Work, unless Owner and
Contractor shall have otherwise agreed in writing or shall object to the
Engineer in writing within fifteen (15) days of receiving Engineer's
recommendations. Owner shall have the right to exclude Contractor from
any part of the Work which Owner uses, but Owner shall allow Contractor
reasonable access to complete or correct items on the tentative list.
In lieu of the provisions of paragraph 14.064.1., Owner may take over
operation of a facility constituting part of the Work whether or not it is
substantially complete if such facility is functionally and separately
useable; provided that prior to any such takeover, Owner and Contractor
have agreed as to the division of responsibilities between Owner and
Contractor for security, operation, safety, maintenance, correction period,
heat, utilities and insurance with respect to such facility.
No occupancy of part of the Work or taking over of operations of a facility
will be accomplished prior to acknowledgment from the insurers providing
the property insurance on the Work that notice of such occupancy has been
received and that said insurers, in writing, have effected the changes in
coverage necessitated thereby. The insurers providing the property
insurance shall consent to such use or occupancy by endorsement on the
policy or policies, but the properfy insurance shall not be canceled or lapse
on account ofany such partial use or occupancy.
14.07 FINAL INSPECTION
Upon written notice from Contractor that the Work is complete and that all iterns on
the punch list have been completed, Engineer will make a final inspection with
Owner and Contractor and will notifu Contractor in writing of all particulars in
which this inspection reveals that the Work is incomplete or defective. Contractor
shall immediately take such measures as are necessary to remedy such deficiencies.
14.08 FINAL APPLICATION FOR PAYMENT
After Contractor has completed all such corrections to the satisfaction of Engineer
and delivered all maintenance and operating instructions, schedules, guarantees,
Bonds, certificates of inspection, marked-up record documents and other
documents-all as required by the Contract Documents, and after Engineer has
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indicated that the Work is acceptable (subject to the provisions of paragraph 14.11),
Contractor may make application for final payment following the procedure for
progress payments. The final Application for Payment shall be accompanied by all
documentation called for in the Contract Documents and such other data and
schedules as Engineer may reasonably require, together with complete and legally
effective releases or waivers (satisfactory to Owner) of all Claims arising out of or
filed in connection with the Work. In lieu thereof and as approved by Owner,
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releases and receipts include all labor, services, material and equipment for which a
Claim could be filed, and that all payrolls, material and equipment bills, and other
indebtedness corurected with the Work for which Owner or its property might in any
way be responsible, have been paid or otherwise satisfied; and consent of the Surety,
ifany, to final payment. Ifany Subcontractor, manufacturer, fabricator, supplier or
distributor fails to furnish a release or receipt in fuIl, Contractor may furnish a Bond
or other collateral satisfactory to Owner to indemnify Owner against any Claim.
14.09 F'INAL PAYMENT AIID ACCEPTA}ICE
A. If, on the basis of Engineer's observation of the Work during construction and
final inspection, and Engineer's review of the final Application for Payment and
accompanying documentation-all as required by the Contract Documents,
Engineer is satisfied that the Work has been completed and Contractor has
fulfilled all of his obligations under the Contract Documents, Engineer will,
within ten (10) days after receipt of the final Application for Payment, indicate
in writing his recommendation of payment and present the Application to
Owner for payment. Thereupon Engineer will give written notice to Owner and
Contractor that the Work is acceptable subject to the provisions of paragraph
14. 1 1 . Otherwise, Engineer will retum the Application to Contractor, indicating
in writing the reasons for refusing to recommend final pay.rnent, in which case
Contractor shall make the necessary corrections and resubmit the Application.
If the Application and accompanying documentation are appropriate as to form
and substance, and acceptable to Owner , Owner shall, within thirty (30) days
thereof, cause publication to commence of Notice of Final Settlement, in
accordance with statutory requirernents applicable to Owner. In the event no
claims are made against Contractor in response to said publication, Owner shall
pay Contractor the amount of final payrnent recommended by the Engineer in
accordance with the Notice of Final Settlement. In the event any claim is made
against Contractor, Owner may withhold up to twice the amount of any asserted
claim against Contractor until said claim has been resolved together with other
amounts permitted by the Agreement and Part 18 hereof; however, Owner shall
pay Conhactor the balance of the final payment net of the withheld amount.
B. If, through no fault of Contractor, final completion of the Work is significantly
delayed and if Engineer so confirms, Owner shall, upon receipt of Contractor's
final Application for Payment and recommendation of Engineer, and without
terminating the Agreement, make payment of the balance due for that portion of
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the Work fully completed and accepted. If the remaining balance to be held by
Owner for Work not fully completed or corrected is less than the retainage
stipulated in the Agreement, and if Bonds have been furnished, the written
consent of the Surety to the payment of the balance due for that portion of the
Work fully completed and accepted shall be submitted by Contractor to
Engineer with the Application for such payment. Payment shall be made under
the terms and conditions governing final payment, except that it shall not
constitute a waiver of claims.
14.10 CONTRACTOR'S CONTINUING OBLIGATION
The Contract Documents will be considered complete when all Work has been
finished, the final inspection made and the Work frnally accepted by the
Engineer, all claims for payment of labor, materials, or services of any kind
used in connection with the Work have been settled by the Contractor or its
surety and final payment has been made by Owner. The Surety Bond executed
for performance of the Contract Documents shall be in full effect for a period
equal to the warranty correction period following the date of final payment.
Notwithstanding the provision of paragraph 14.10A., Contractor's obligation to
perform and complete the Work in accordance with the Contract Documents
shall be absolute. Neither recommendation of any progress or final payment by
Engineer, nor the issuance of a certificate of Substantial Completion, nor any
payment by Owner to Contractor under the Contract Documents, nor any use or
occupancy of the Work or any part thereof by Owner, nor any act of acceptance
by Owner nor any failure to do so, nor the issuance of a Notice of Acceptability
by Engineer pursuant to paragraph 14.09A., nor any correction of defective
Work by Owner shall constitute an acceptance of Work not in accordance with
the Contract Documents or a release of Contractor's obligation to perform the
Work in accordance with the Contract Documents.
14.11 WAIVEROF'CLAIMS
The making and acceptance of final payment shall constitute:
A waiver of all claims by Owner against Contractor, except claims arising from
unsettled Claims, from defective Work appearing from final inspection pursuant
to paragraph 14.07 or from failure to comply with the Contract Documents or
the terms of any special guarantee specified therein; however, it shall not
constitute a waiver by Owner of any rights in respect of Contractor's continuing
obligations under the Contract Documents; and
A waiver of all claims by Contractor against Owner other than those previously
made in writing and identified by the Contractor as unsettled at the time of the
Final Application for Payment.
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PART 15 - SUSPENSION OF WORK AI\D TERMINATION
15.01 ENGINEER OR OWNER MAY SUSPEND WORK
A. The Engineer, in consultation with Owner when time permits, shall have the
authority to suspend the Work wholly or in part because of unfavorable weather
or other essential conditions, or because of the failure on the part of the
Contractor properly to prosecute the Work in accordance with the Contract, to
carry out orders or to remove defective material or Work. The Contractor shall
not suspend the Work without written authority from Owner or Engineer. Prior
to resuming Work, Contractor shall give the Engineer adequate notice to afford
opportunity to re-establish observation and inspection of Work being
performed.
B. In the event Contractor is ordered by the Engineer, in writing, to suspend Work I
for some unforeseen cause not provided for in the Specifications, and over
wlich the Contractor has no control, the Contractor may be reimbursed for I
actual money expended on the job during the period of *rp*rio". No t
allowance will be made for anticipated profits. The period of suspension shall
be computed from the date set out in the written order for Work to cease until I
the date of the order for Work to resume. Claims for such compensation shall t
be filed with the Engineer within ten (10) days after date of the order to resume r
Work or such claims will not be considered. The Contractor shall submit with I
its claims, substantiating documents covering the entire amount shown on the
claim. After receiving relevant information from the Engineer, the Owner shall I
take the claim under consideration, and may make such investigations as are I
deemed necessary, and shall be the sole judge as to whether such claim is
equitable and such decision shall be final. No provision ofthis article shall be a
construed as entitling the Contractor to compensation for delays due to t
inclement weather, delays due to failure of surety, for suspensions made at the
request of the Contractor, or for any other delay provided for in the ISpecil'icarions. I
C. Owner may, at any time suspend the Work or any portion thereof without cause I
for a period of not more than ninety (90) days by notice in writing to Contractor t
and Engineer which shall fix the date on which Work shall be resumed.
Contractor shall resume the Work on the date so fixed. Contractor will be I
allowed an increase in the Aereement Price or an extension of the Contract !
Time, or both, directly attributable to any suspension if he makes a claim
therefor as provided in Parts l1 and 12.
15.02 OWNER MAY TERMINATE
A. Upon the occurrence of any one or more of the following events, Owner may
termilate the Agreement if:
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l.Contractor is adjudged a bankrupt or insolvent,
Contractor makes a general assignment for the benefit of creditors,
A trustee or receiver is appointed for Contractor or for any of Contractor's
property,
Contractor files a petition to take advantage of any debtor's act, or to
rcorganize under the bankruptcy or similar laws,
Contractor repeatedly fails to supply sufficient skilled workmen or suitable
materials or equipment,
Contractor repeatedly fails to make prompt payments to Subcontractors for
labor, materials or equipment,
Contractor disregards laws, ordinances, rules, regulations or orders of any
public body having jurisdiction,
Contractor disregards the authority of Engineer,
Contractor fails to start the Work on the date given in the Notice to
Proceed,
Substantial evidence that progress being made by the Contractor is
insufficient to complete the Work within the specified time,
Contractor deliberately fails to observe any requirement of the Contract
Documents,
Contractor fails promptly to make good any defects in materials or Work or
any defects ofany other nature, the correction ofwhich has been directed in
writing by the Engineer,
Contractor fails to remedy any default under the Contract Documents
within seven (7) days of receipt ofNotice of such default from Owner, or
Contractor otherwise violates il any substantial way any provisions of the
Contract Documents.
B. Before the Agreement is terminated, the Contractor and its surety will fust be
notified in writing by the Engineer of the conditions which make termination of
the Agreement imminent. Seven (7) days after this is given, if a satisfactory
effort has not been made by the Contractor or its surety to corect the
conditions, the Owner may declare the Agreement terminated and notiff the
Contractor and its surety accordingly. Upon receipt of notice from the Owner
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that the Agreement has been terminated, the Contractor shall immediately I
discontinue all operations. The Owner may then proceed with the Work in any
lawful marurer that it may elect until it is finally completed. Owner may t
exclude Contractor from the site and take possession of the Work and all I
Contractor's tools, appliances, construction equipment and machinery at the site
and use the same to the full extent they could be used by Contractor (without t
liability to Contractor for trespass or conversion), incorporate in the Work all r
materials and equipment stored at the site or for which Owner has paid
Contractor but which are stored elsewhere, and finish the Work as Owner may I
deem expedient. In such case Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the I
Agreement Price exceeds the direct and indirect costs of completing the Work, t
including compensation for additional professional services, including but not
limited to fees and charges of engineers, architects, and attomeys and any court I
or arbitration costs, such excess shall be paid to the Contractor. If such costs t
exceed such unpaid balance, Contractor shall pay the difference to Owner.
Such costs incurred by Owner shall be verified by Engineer and incorporated in I
a Change Order, but in finishing the Work, Owner shall not be required to I
obtain the lowest fgure for the Workp
Where Contractor's services have been so terminated by Owner, the termination
shall not affect any rights of Owner against Contractor then existing or which
may thereafter accrue. Any retention or payment of moneys due Contractor by
Owner will not release Contractor from liability.
Upon seven (7) days' written notice to Contractor and Engineer, Owner may,
without cause and without prejudice to any other right or remedy, elect to
abandon the Work and terminate the Agreement. In such case, Contractor shall
be paid for all Work executed and any expense sustained plus reasonable
termination expenses.
15.03 CONTRACTOR MAY STOP WORK OR TERMINATE
If through no act or fault of Contractor, the Work is suspended for a period of more
than ninety (90) days by Owner or under an order ofcourt or other public authority,
or Engineer fails to act on any Applicafion for Partial Payment within thirty (30)
days after it is submitted, or Owner fails for forty-five (45) days to pay Contractor
any sum finally determined to be due, then Contractor may, upon seven (7) days'
written notice to Owner and Engineer, terminate the Agreement and recover from
Owner payment for all work executed and any expense sustained plus reasonable
termination expenses. In addition and in lieu of terminating the Agreement, if
Engineer has failed to act on an Application for Payment or Owner has failed to -
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make any payment as aforesaid, Contractor may upon seven (7) days' notice to
Owner and Engineer stop the Work until payment of all amounts then due. The
provisions of this paragraph shall not relieve Contractor of his obligations under
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paragraph 21.01C. to carry on the Work in accordance with the progress schedule
and without delay during disputes and disagreements with Owner.
15.04 OWNER MAY TERMINATE FOR COIIVENIENCE
A. The Owner may terminate the performance of Work under the Contract
Documents in accordance with this section, without cause and in the Owner's
sole and absolute discretion. Such termination may be in whole, or from time to
time in part. Any such termination shall be effected by delivery of a written
Notice of Termination to the Contractor specifying the extent to which
performance of Work under the Contract is terminated and the date upon which
termination becomes effective.
B. After receipt of a Notice of Termination, and except as otherwise directed by
the Owner, the Contractor shall:
1. Stop Work under the Contract on the date and to the extent specified in the
Notice of Termination.
Place no further orders or subcontracts for materials, services, or facilities
except as necessary to complete the portion of the Work under the Contract
Documents which is not terrninated.
Terminate al1 orders and subcontracts to the extent that they relate to the
performance of Work terminated by the Notice of Termination.
Assign to the Owner, in the manner, at the times, and to the extent directed
by the Owner, all of the right, title, and interest of the Contractor under the
orders and subcontracts so terminated. The Owner shall have the right, in
its disqetion, to settle or pay any or all claims arising out of the termination
of such orders and subcontracts.
Settle all .outstanding liabilities and all claims arising out of such
termination of orders and subcontracts, with the approval or ratification of
the Owner to the extent it may require. Its approval or ratification shall be
final for all purposes ofthis clause.
Transfer to the Owner, and deliver in this manner, at the times, and to the
extent, if any, directed by the Owner:
a. The fabricated or unfabricated parts, Work in process, completed
Work, supplies, and other material produced as a part of, or acquired in
connection with the performance of, the Work terminated by the
Notice of Termination; and
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b. The completed or partially completed Plans, drawings, information,
and other property which, if the Project had been completed would
have been required to be fumished to the Owner.
7. Use his best efforts to sell, in the manner, at the times, to the extent, and at
the price or prices that the Owner directs or authorizes, any property of the
types referred to above in Paragraph 15.04B.6., but the Contractor:
a. Shall not be required to extend credit to any purchaser; and
b. May acquire any such property under the conditions prescribed and at
a price or prices approved by the Owner. The proceeds of any such
hansfer or disposition shall be applied in reduction of any payments to
be made by the Owner to the Contractor under the Contract Documents
or shall otherwise be credited to the Agreement Price or cost of the
Work covered by the Contract Documents or paid il such other
manner as the Owner may direct.
8. Complete performance of such part of the Work as shall not have been
terminated by the Notice of Termination.
9. Take such action as may be necessary, or as the Owner may direct, for the
protection and preservation ofthe property related to the Project which is in
the possession of the Contractor and in which the Owner has or may
acquire an interest.
C. After receipt of a Notice of Termination, the Contractor shall submit to the
Owner his termination claim, in the form and with the certification the Owner
prescribes. Such claim shall be submitted promptly, but in no event later than
sixty (60) days from the effective date of the termination, unless one or more
extensions in writing are granted by the Owner upon request of the Contractor
made in writing within a one (l) year period from the effective date of the
termination or authorized extension. However, if the Owner determines that the
facts justiff such action, it may receive and act upon any such terrlination claim
at any time after such sixty (60) day period or extension. If the Contractor fails
to submit his termination claim within the time allowed, the Owner may
determine, on the basis of information available to it, the amount, if any, due to
Contractor because of the termination. The Owner shall then pay to the
Contractor the amount so determined.
D. Subject to the provisions of this paragraph, the Contractor and the Owner may
agree upon the whole or any part of the amount or amounts to be paid to the
Contractor because of the total or partial termination of Work under this
subsecfion. The amount or amounts may include a reasonable allowance for
profit on Work done if acceptable to Owner. However, such agreed amount or
amounts, exclusive of settlement costs, shall not exceed the total Agreement
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Price as reduced by the amount of payments otherwise made and as further
reduced by the Agreernent Price of the portion of the Work not terminated. The
Contract Documents shall be amended accordingly, and the Conhactor shall be
paid the agreed amount. Nothing in this paragraph prescribing the amount to be
paid to the Contractor in the event of the failure of the Contractor and the
Owner to agree upon the whole amount to be paid to the Contractor because of
termination of Work under this Section shall be deemed to limit, restrict, or
otherwise determine or affect the amount or amounts which may be agreed upon
to be paid to the Contractor pursuant to this paragraph.
E. If the Contractor and the Owner fail to agree on the whole amount to be paid to
the Contractor because of the termination of Work under this section, the Owner
shall determine, on the basis of information available to it, the amount, of any,
due to the Contractor by reason of the termination and shall pay the Contractor
the amounts determined as follows:
l. For all Contract Work performed before the effective date of the Notice of
Termination the total (without duplication of any items) of,
a. The cost of such Work.
b. The cost of settling and paying claims arising out of the termination of
Work under subcontracts or orders as paragraph 15.04B.3. above
provides. This cost is exclusive of the amounts paid or payable on
account of supplies or materials delivered or services fumished by the
Subcontractor before the effective date of the Notice of Termination.
These amounts shall be included in the cost on account of which
payment is made.
c. The reasonable cost of the preservation and protection of property
incurred and any other reasonable costs incidental to tennination ofthe
Work under the Contract Documents, including expense incidental to
the determination of the amount due to the Contractor as a result of the
termination of Work under the Contract Documents.
2. The total sum to be paid to the Contractor shall not exceed the total
Agreement Price as reduced by the amount of payments otherwise made
and as further reduced by the Agreement Price of Work not terminated.
Except for nonnal spoilage, and except to the extent that the Owner shall
have otherwise expressly assumed the risk of loss, there shall be excluded
from the amounts payable to the Contractor the fair value, as determined by
the Owner, ofproperty to the extent that it is undeliverable to the Owner, or
to a Buyer under paragraph 15.048.7. of this Part 15. If the parties do not
reach agreement under Paragraph 15.04D. and the Owner utilized this
Paragraph 15.04E., no allowance for profit shall be included in the
calculation of the sum to be paid to Contractor.
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The Contractor shall have the right to dispute under the Disputes provision any
determination the Owner makes under this Part 15. But, if the Conhactor has
failed to submit his claim within the time provided in paragraph 15.04C and has
failed to request an extension oftime, he shall have no such right ofappeal. In
any case where the Owner has determined the amount due, the Owner shall pay
to the Conffactor the following:
1. If there is no right of appeal hereunder or if no timely appeal has been
made, the amounts so determined by the Owner; or
2. If a dispute proceeding is initiated, the amount frnally determined in such
dispute proceeding.
In arriving at the amount due to the Contractor under this clause there shall be
deducted:
1. All unliquidated advance or other payments on account therefor made to t
the Contractor, applicable to the terminated portion of the Work.
2. Any claim which the Owner may have against the Contractor in connection I
with the Contract Documents.I3. The agreed price for, or the proceeds of sale oi any materials, supplies or
other things kept bt the Contracior oi sota, un0ei the provisions of this I
section, and not otherwise recovered by or credited to the Owner. I
H. If the termination hereunder is partial, before the settlement of the terminated
portion of the Contract Documents, the Contractor may file with the Owner or I
request in writing for an equitable adjustment of the price or prices specified in I
the Contract Documents relating to the continuing portion of the Work (the
portion not terminated by the Notice of Termination). Such equitable I
adjustment as may be agreed upon shall be made in the price or prices- Nothing r' conta;ned herein shall limit the right of the Owner and the Contractor to agree
upon the amount or amounts to be paid to the Contractor for the completion of I
the continued portion of the Work when the Contract Documents do not contain !
an established Contract Price for the continued portion.t
PART 16 - MISCELLA}{EOUS
16.01 GIVING NOTICE
Whenever any provision of the Conhact Documents requires the giving of written
notice it shall be deemed to have been validly given if delivered in person to the
individual or to a member of the finn or to an officer of the corporation for whom it
is intended, or ifdelivered at or sent by registered or certified mail, postage prepaid,
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to the last business address known to the giver of the notice. Notice may also be
given by facsimile, providing the notice is also immediately sent by fust class mail,
exce,pt in those cases which require an original to con{irm the validity of a signature
or other element of the document.
16.02 COMPUTATION OF'TIME
When any period of time is referred to in the Conhact Documents by days, it shall
be computed to exclude the first and include the last day of such period. If the last
day of any such period falls on a Saturday or Sunday or on a day made a legal
holiday by the law of the applicable jurisdiction, such day shall be omitted frorn the
comPutation.
16.03 CORRECTION PERIOD
Nothing in the General Conditions conceming the correction period shall establish a
period of limitation with respect to any other obligation which Contractor has under
the Contract Documents. The establishment of time period relates only to the
specifrc obligations under the Contract Documents which may be sought to be
enforced,.not to the time within which proceedings may be commenced to establish
Contractor's liability with respect to its obligations other than specifically to correct
the Work.
16.04 GENERAL
Should Owner or Contractor suffer injury or damage to its or his person or
property because of any error, omission or act of the other party or of any of the
other party's employees or agents or others for whose acts the other party is
responsible, the injured party shall notiS the other party within a reasonable
time of the first observance of such injury or damage.
The duties and obligations imposed by these General Condifions and the riglrts
and rernedies available hereunder to the parties hereto, and, in particular but
without limitation, the warranties, guarantees and obligations imposed upon
Contractor by paragraphs 5.05, 13.01, 13.06, 13.09, 14.03, and 15.02A. and all
of the rights and remedies available to Owner and Engineer under the Confiact
Documents, shall be in addition to, and shall not be construed in any way as a
limitation ol any rights and remedies available to any of or all of them which
are otherwise imposed or available by law or contraat, by special warranty or
guarantee, or by other provisions of the Contract Documents, and the provisions
of this paragraph shall be as effective as if repeated specifically in the Contract
Documents in connection with each particular duty, obligation, right and
remedy to which they apply. All representations, warranties, and guarantees
made in the Contract Documents shall survive final payment and termination or
completion of the Agreement.
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C. Should Owner determine that Contractor is performing in such a fashion that
Contractor will not complete the Project timely, Owner shall give Contractor
notice of Owner's determination and Conhactor shall have fifteen (15) days
fiom the issuance of Owner's notice within which to correct his performance
and to furnish evidence satisfactory to Owner that the Project will be completed
timely. In the event that Contractor does not within said fifteen (15) days
correct his performance and furnish evidence satisfactory to Owner that the
Project will be completed timely, Owner shall have the right to remove the
Contractor and retain a replacement contractor to complete the Project. Owner
may thereupon withhold all payments to Contractor until the replacement
contractor has completed the Project and then determine what amounts, if any,
are due Contractor.
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PART17 . ADDRESSES
17.01 OWI\ER
Owner is the District named in the Agreement acting through its duly authorized
agents. All notices, letters and communications directed to Owner shall be
addressed and delivered to Owner at the address indicated in the Agreement, with
one (1) copy to Engineer.
17.02 ENGINEER
All duties and responsibilities assigned to Engineer in the Contract Documents, with
the corresponding rights and authority will be assumed by the Engineer named in the
Agreement and its duly authorized agents. All notices, letters and communication
directed to Engineer shall be addressed and delivered to Engineer at the address
indicated in the Contract Documents.
17.03 CONTRACTOR
The business addresses of Contractor given in the Bid Form and Contractor's office
at the site of the Work are hereby designated as the places to which all notices,
letters, and other communication to Contractor will be delivered.
17.04 CHANGE OF' ADDRESS
Either Owner, Contractor, or Engineer may change its or his address at any time by
an instrument in writing delivered to the other two.
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PART 18 LIQUIDATED DAMAGES
Time is an essenfial condition of the Conhact. In case the Contractor shall fail
to fully perform and complete the Work in conformity to the provisions and
conditions of the Contract Documents within the specified time limits set forth
in the Contract Documents for such performance and completion or within such
further time as, in accordance with the provisions of the Contract Documents,
shall be fixed or allowed for such performance and completion, the Contractor
shall and will pay to the Owner for each and every day of the additional time in
excess of the specified time limits and any granted extension thereof, the sum
set forth in Part 5 of the Agreement as liquidated damages and not as apenalty.
The parties agree that Owner will suffer loss and damage; howevet, due to the
uncertainty and difficulty of measuring actual damages for every day the Work
remains uncompleted and unfinished, the parties agree that said sum is a
reasonable forecast of compensatory damages. The Owner shall recover said
damages by deducting the amount thereof out of any moneys which may be due
or become due the Contractor, or by an action at law against the Contractor or
its surety, or by either or both of these methods. Should the entire completion
and final acceptance of the Work herein embraced, together with any
modifications or additions, be delayed beyond the time herein set, it is
understood and agreed that aside from any other penalty or daurage, all costs of
the engineering, observation and inspection on behalf of the Owner which are
incurred after the specified time limits have elapsed may be charged to the
Contractor and be deducted from any estimate or payment otherwise due and
payable to him.
In case of joint responsibility for delay in the final completion of the Work,
where two or more separate contracts are in force at the same time and cover
work at the same site, liquidated damages assessed against any one Contractor
for the delay shall be determined by, and in the judgment of, Engineer.
PART 19 - EXISTING UNDERGROT'ND INSTALLATIONS
A. Existing underground installations such as water lines, gas lines, sewers,
telephone lines, power lines, or similar concealed structures in the vicinity of
the Work are indicated on the Drawings only to the extent such inforrnation was
made available to or discovered by Engineer in preparing the Drawings. There
is no guarantee as to the accuracy or completeness of such information, and all
responsibility for the accuracy and completeness thereof is expressly
disclaimed. Generally, service connections are not indicated on the Drawings.
B. Contractor shall be solely responsible for locating all existing underground
installations, including service connections, in advance of excavating or
trenching, by contacting the owners thereof and prospecting. Contractor shall
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use his own information and shall not rely upon any information indicated on
the Drawings conceming existing underground installations.
C. The General Conditions provisions regarding Unforeseen Physical Conditions
do not apply to the existing underground installations indicated in the preceding
paragraphs. Any delay, additional Work, or extra cost to Contractor caused by
underground existing installations shall not constitute a claim for extra Work,
additional payment, or damages.
PART 20 - STREAMLINED SPECIFICATIONS
These Specifications are wriften in the streamlined or declarative style, utilizing
incomplete sentences. Omissions of such words and phrases "The Contractor shall,"
"in conformity therewith," "shall be," "as shown on the Drawings," "a," "an1" "ther"
and "a11" are intentional in streamlined sections. Omitted words shall be supplied by
inference in the same manner as when a note appears on the Drawings. The
omission of such words shall not relieve the Contractor from providing all items and
work described herein or indicated on the Drawings.
PART 21 - HANDLING OF'DISPUTES
21.01 DISPUTES
A. Any claim, dispute, or other matter in question between the Contractor and the
Owner and relating to the acceptability of the Work or the interpretation of the
Contract Documents pertaining to the execution and progress of the Work shall
be referred initially to Engineer, as specified in Section 9.06. Any such claim
for which Engineer has rendered a decision, or any other claim between the
Owner and Contractor, may be submitted to alternative dispute resolution,
including arbitration or mediation, or any other dispute resolution process,
excluding lifigation, upon the mutual consent of the parties. The parties shall
determine whether any such arbitration shall be binding or non-binding. I
Neither parfy shall be compelled to participate in any alternative dispute I
resolution process and nothing in this paragraph shall preclude either party from
pursuing any legal remedy available to it, subject to the conditions ofParagraph
9.068.
B. If the parties agree to submit a claim, dispute, or other matter to arbitration, the
Construction Industry Arbitration rules of the American Arbitration Association
then obtaining shall be used, unless the parties mutually agree otherwise. An
award rendered by an arbitrator or arbitrators in a binding arbitration shall be
final and binding on all parties to the extent and in the manner provided by the
Colorado Rules of Civil Procedure. All awards may be filed with the clerk of
one or more courts, State or Federal, having jurisdiction over the party or parties
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against whom such award is rendered or its properfy, as a basis ofjudgment and
of the issuance of execution for its collection.
C. The Contractor shall continue to perform the Work and adhere to the
Contractor's construction schedule during all disputes or disagreements with ttre
Owner. No Work shall be delayed or postponed pending resolution of any
disputes or disagreements, except as Contractor and Owner may otherwise
agree in writing.
21.02 DISPUTES WITH THIRD PARTIES
A. All disputes which involve parties in addition to the Owner, Engineer and
Contractor shall not be the subject of arbitration, except by the mutual consent
of all the parties involved in the dispute.
B. Engineer shall not be deemed or considered a third party beneficiary of the
Agreement or Contract Documents, nor a party thereto.
PART 22 DUTIES, RESPONSIBILITIES, AND LIMITATIONS OF' TIIE
AUTHORITY OF RESIDENT PROJECT REPRJSENTATIVE (IF ANT)
22.01 DESCRIPTION
Resident Project Representative is Engineer's Agent and shall act as directed by and
under the supervision of Engineer. He shall confer with Engineer regarding his
actions. His dealings h matters pertaining to the on-site Work will, iq general, be
only with Engineer and Conhactor. His dealings with Subcontactors will only be
through or with the full knowledge of Contractor or his superintendent. He shall
generally communicate with Owner only through or as directed by Engineer.
22.02 DVTIES AI\ID R.ESPONSIBILITIES
A. Conferences: Attend preconstruction conferences and regular project review
meetings.
B. Liaison.
1. Serve as Engineer's liaison with Contractor, working principally through
Contractor's superintendent and assist him in understanding the intent of
the Contract Documents.
2. As requested by Engineer, assist in obtaining from Owner additional details
or information, when required at the job site for proper execution of the
Work.
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3. In the interest of preserving the proper channels of communication, advise
Engineer of any direct communication between Owner and Contractor.
Shop Drawings and Samples.
1. Receive and record date of receipt of Shop Drawings and samples which
have been reviewed by Engineer.
2. Receive samples which are furnished at the site by Contractor for
Engineer's review, and notifu Engineer of their availability for examination.
3. Advise Engineer and Contractor or his superintendent immediately of the
cornm€ncement of any Work requiring a Shop Drawing or sample
submission if the submission has not been accepted by Engineer.
Review of Work.D.
1. Conduct on-site observations of the Work in progress to assist Engineer rn
determining that the Project is proceeding in accordance with the Contract
Documents and the completed Work will conform to the Contract
Documents.
Report to Engineer whenever he believes that any Work is unsatisfactory,
faulty, or defective or does not conform to the Contract Documents, or has
been damaged, or does not meet the requirements of any inspections, tests,
or approvals required to be made, and advise Engineer when he believes
Work should be corrected or rej ected or should be uncovered for
observation, or requires special testing or inspection.
Verify that tests, equipment, and systems start- ups and operating and
maintenance instructions are conducted as required by the Contract
Documents and in presence of the required personnel, and that Contractor
maintains records thereof; observe, record, and report to Engineer
appropriate details relative to the test procedures and start-ups.
Accompany Owner and visiting inspectors representing public or other
agencies having jurisdiction over the Project, record the outcome of these
inspections and report to Engineer.
Interpretation of Contract Documents: Transmit to Contractor clarification
and interpretation of the Contract Documents as issued by Engineer.
Modifications: Consider and evaluate Contractor's suggestions for
modifications in Drawings or Specifications and report them with
recommendations to Engineer.
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7. Records:
Maintain at the job site orderly files for correspondence, reports of job
conferences, Shop Drawings and sample submissions, reproductions of
original Contract Documents including all addenda, Change Orders,
Field Orders, additional Drawings issued subsequent to the ex€cution
of the Agreement, Engineer's clarifications and interpretations of the
Contract Documents, progress reports, and other Project-related
documents.
b. Keep a diary or log book, recording hours on the job site, weather
conditions, data relative to questions of extras or deductions, list of
principal visitors, daily activities, decisions, observations in general,
and specific observafions in more detail as in the case ofobserving test
procedures. Send copies to Engineer.
c. Record names, addresses, and telephone numbers of all Contractors,
Subcontractors, and major suppliers of equipment and materials.
d. Advise Engineer whenever Contractor is not curently maintaining an
up-to-date copy of Record Drawings at the site.
Reports: Fumish Engineer daily and weekly reports as required to
represent the status of the Work and of Contractor's compliance with the
approved progress schedule, schedule of Shop Drawing submissions, and
other schedules.
Guarantees, Certificates, Maintenance, and Operation Manuals: During the
course of the Work, veriff that guarantees, certificates, maintenance, and
operation manuals and other data required to be assembled and furnished
by Contractor are applicable to the items actually installed; and deliver
these data to Engineer for his review and forwarding to Onmer prior to final
acceptance of the Proj ect.
Completion:
a. Conduct final inspection in the company of Engineer, Owner, and
Contractor and prepare a final list of items to be corrected.
b. Verify that all items on final list have been corrected and make
recommendations to Engineer concerning acceptance.
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22.03 LIMITATIONS OF AUTHORITY
Resident Project Representative shall be limited in authority exc€pt upon
written instructions of Engineer.
The Resident Project Representative shall not:
1. Authorize any deviation from the Contract Documents or approve any
substitute materials or equipment.
2. Undertake any of the responsibilities of Contractor, Subcontractor, or
Contractor's superintendent.
3. Advise on or issue directions as to safety precautions and programs in
connection with the Work.
- DUTIES, RESPONSIBILITIES, AIID LIMITATIONS OF TIIE
AUTHORITY OF' TIIE OWI\ER'S REPRESENTATIVE
DESCRIPTION
The Owner's Representative is the Owner's agent and shall act as directed by and
under the supervision of Owner. He shall confer with Owner regarding his actions.
His dealings in matters pertaining to the on-site work will in general be only with
Engineer and Contractor. His dealings with Subcontractors will only be through
Contractor or his superintendent.
DUTIES AIID RESPONSIBILITIES
Owner's Representative shall coordinate all construction activities and Owner
Purchase Agreements. He shall:
A. Conferences: Attend Preconstruction Conferences and regular project meetings.
Arrange a schedule of progress meetings and other job conferences as required
and notify in advance those expected to attend. Conduct meetings and maintain
and circulate copies of minutes thereof.
B. Liaison: Serve as Owner's liaison with Contractor and Engineer, working to
help expedite the project to assure the scheduling requirements are met.
C. Modifications: Consider Contractor's suggestions for modifications in
Drawings or Specifications and report thern with recommendations to Engineer.
D. Reports:
B.
PART 23
23.01
23.02 I
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1. Fumish Owner with periodic reports of progress of work and of
Contractor's compliance with the approved progress schedule, schedule of
Shop Drawing submissions, and other schedules.
2. Consult with Owner in advance of scheduled major tests, inspections, or
start of important phases of work.
E. Payment Requisitions: In cooperation with Engineer, review Application for
Payment with the Contractor for compliance with the established procedure for
its submission and forward it with recommendation to the Owner for payment.
23.03 LIMITATIONS OF'AUTHORITY
Owner's Representative shall be limited in authority except upon written instructions
of Owner as follows:
Except as provided in paragraph I1.018. and paragraph l2.O2A. shall not
authorize any deviation from the Contract Documents or approve any
substitute materials or equipment, modifications or Change Orders.
Shall not undertake any ofthe responsibilities ofContractor, Subcontractor
or Contractods superintendent.
Shall not advise on or issue directions as to safety precautions and
programs in connection with the Work.
**END OF SECTION{'*
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Owner: EAGLE RIVER WATER & SANITATION DISTRICT
846 Forest Road
Vail, Colorado 81657
Date:
The Work performed under the Agreernent for the above referenced Project has been
inspected by the authorized representatives of the Owner, IINSERT NAMES OF
I CONTRACTOR AND ENGINEERI. The Project was hereby declared to be tully complete on
I Contractor shall maintain responsibility for conection of all warranty related work on the
- Project until , 20-.
I EAGLE RIVER WATER & SANITATION DISTRICT as Owner accepts the Project as tully
complete:
I Bv:
SECTION OO9IO
CERTIFICATE OF FINAL COMPLETION AND ACCEPTANCE
PROJECT: Vail WWTP W Installation
CONTRACTNO.:(_J
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I Date:
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f INSERT NAME OF CONTRACTOR] as CONTRACTOR accepts the above Certificate of
I Final Completion:
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ERT NAME OF ENGINEERI as ENGINEER has determined and accepted the Project as
fully completed to its satisfaction:
**END OF SECTION**
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By: -Name:
Title: _
Date:
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SECTION OO92O
NOTICE OFFINALPAYMENT
PROJECT: Vail W-WTP UV Installation
CONTRACTNO.:(---_J
I NOTICE is hereby given that the EAGLE RMR WATER & SAMTATION DISTRICT
I of Eagle County, Colorado, will make final payment at 846 Forest Road, Vail, Colorado 81657 on
20 . at the hour of .m. to
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Colorado for all work done by said Contractor(s) in
I *nrttu"ii* *o* pofor-"a *itni" EAGLE RIVER WATER & SANITATION DISTRICT .
I Any person, co-partnership, association of persons, company or corporation that has
I fumished labor, materials, team hire, sustenance, provisions, provender, or other supplies used or
consumed by such conhactors or their subcontractors, in or about the performance of the work
I conhacted to be done or that supplies rental machinery tools, or equipment to the extent used in theI prosecution of the work, and whose claim therefor has not been paid by the contractors or their
subcontractors, at any time up to and including the time of final settlement for the work contracted
I to be done, is required to file a verified statement ofthe amount due and unpaid, and an account of
- such claim, to the EAGLE RIVER WATER & SANITATION DISTRICT, 846 Forest Road, Vail,
I Colorado 81657 on or before the date and time hereinabove shown. Failure on the part of any
I claimant to file such verified statement of claim prior to such final settlement will release ther EAGLE RIVER WATER & SANITATION DISTRICT, its Board of Directors, officers, agents, and
t employees, of and from any and all liability for such claim.
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BY ORDEROF THE BOARD OF DIRECTORS
EAGLE RTVER WATER & SANITATION DISTRICT
Name: Dennis Gelvin
Title: General Manager
By:
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First Publication:
I Last Publication:
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General RequirementsI
Section No. Title
Ir ololo Summary of Work
I 01014 Work Sequence
I 01015 Contractor's Use of Premisest 01060 Safety and Health
I 01071 StandardReferences
I 01300 Submittals
01310 Construction Schedule
I 01380 Photographs
I 01500 Contractor's Utilities- 01560 Environmental Controls
I 01660 Operational Testing
I 01662 Commissioning
01720 Record Drawings
I 01730 Operation and Maintenance Information
I 01999 Reference Forms
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SECTION OIOI5
CONTRACTOR'S USE OF PREMISES
The Owner's operating personnel will be responsible for operating the existing heahent
plant throughout the execution of this contract. Equipment presently installed in the treaftnent plant
must be available to plant personnel at all times for use, maintenance, and repair. If it is necessary
in the course of operating the plant, for the Contractor to move his equipment, materials, or any
material included in the work, he shall do so promptly and place that equipment or material in an
area which does not interfere with the plant operation. The Contractor shall not adjust or operate
serviceable or functioning equipment or systems except as specifically required by this contract.
The existing teatment plant will remain in operation throughout the execution of this
contract. The Contractor shall schedule and conduct his work to minimize necessary shutdowns and
interference with normal plant operations and maintenance.
The Contractor shall notiff the Construction Manager, in writing, I week in advance of the
time it is necessary to take out of service any existing tank, pipeline, channel, electrical circuit,
equipment or strucfure. The Contractor shall be responsible for providing whatever temporarSr
piping, pumping, power, and control facilities as are required to maintain continuous plant operation
and complete treatment except as otherwise specified. The integrity of existing plant utilities shall
be maintained by the Contactor at all times.
**END OF SECTION**
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sEcrIoN 01060
SAFETY AND IIEAITH
I l.o cENERATI
- Portions of the existing plant are exposed to wastewaters of varying degrees of treatnent.
I Workmen involved in the removal, renovatiorl or installation of equipment within the treatnentr plant may be exposed to disease-producing organisms in wastewatsr. The Contractor shall require
- his personnel to observe proper hygienic precautions.
Ir Solvents, gasoline, and otherhazardous materials enter the plant with incoming sewage,
I and, therefore, certain areas are hazardous to open flame, sparks, or unventilated occupancy. The
I Conhactor strall take meilsures to assure his personnel observe proper safety precautions when
working in these areas.
T 2.0 SAI'ETY AND HEALTH REGULATIONS
I The Contractor shall comply with Safety and Health Regulations for Construction,
I prornulgated by the Secretary of Labor under Section 107 of the Contract Work Hours and Safety
Standards Act, as set forth in Title 29, C.F.R. Copies of these regulations may be obtained from
- Labor Building, 14th and Constitution Avenue N.W., Washington, DC 20013.
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The Contractor shall also comply with the provisions of the Federal Occupational Safety and
I Health Act, as amended.
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**END OF SECTION**
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r The work covered under this contract will be performed at the Vail Wastewater Treatnent
t Plant (WWTP). 846 Forest Road. Vail. Colorado.
I 2.0 DESCRIITIoN oF owNER's IRoJECT
I The overall project will consist of construction and installation of an ultraviolet (fV)
I disinfection system within the Vail WWTP.
I 3.0 coNrRAcrs
I The CONTRACTOR will install the tIV equipment, which will be supplied by the
t OWNER, and will perform all construction activities and supply all materials and equipment as
described in the contract documents.
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SECTION OlOIO
STIMMARYOFWORK
4.0 WORKOFTHIS CONTRACT
The work to be performed under this contract includes concrete work, mechanical
equipment and electrical work.
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woRKSEQUENCE
I 1.0 CONTINUITY OF PLANT OPERATIONS
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A. GENERAL:
I The existing wastewater heatment plant is currently and continuously receiving and treating
sewage, and those frrnctions shall not be intemrpted dwing this Foject. The Conkactor shall
I coordinate the work to avoid any interference with normal operation of plant equipment andr processes.
I B. BYPASSING;I
Bypassing ofuntreated or partialiy treated sewage to surface waters or drainage courses is
I prohibited during construction. In the event accidental bypassing is caused by the Con&actor'sr operations, the Owner shall immediately be entitled to employ others to stop the bypassing without
eivine written notice to the Contractor.
I Penalties imposed on the Owner as a result of any bypass caused by the actions of the
- Contractor, his employees, or subcontractors, shall be bome in full by the Contractor, including
I legal fees and other expenses to the Owner resulting directly or indirectly from the bypass.
C. SUBMITTAL:I- In accordance with Section 01300, the Contractor shall submit a detailed outage plan and
- time schedule for operations which will make it necessary to remove a tanlg pipeline, channel,
t electrical circuit, equipment or structure from service. The schedule shall be coordinated with the
- construction schedule specified in pmagraph 00710-14.01 A of the General Conditions and shall
) meet the restrictions and conditions specified in this section. The detailed plan shall describe the
I Contractor's method for preventing bypassing of other treafinent units, the length of time required tor complete said operation, the necessary plant, and equipment which the Contractor shall provide in
r order to prevent bypassing of associated treatnent units.
Ir
The Contractor shall observe the following restrictions:
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outage plan and schedule. The Construction Manager shall be notified in writingr 3lliffi:Tl[TiJ ;il?":ff"'1ffi3,"1*1i*l'ff"m:f #;H;'ilJ"
WWTP oPeration.
! **END oF sECTIoNi'*
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SECTION 01071
STANDARD REFERENCES
Wherever used in the project manual, the following abbreviations will have the meanings
listed:
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AABC
AAMA
AASHTO
ABMA
ACI
AEIC
AGA
AGMA
AHA
A]SC
Aluminum Association Incorporated
P.O. Box 753
Waldorl MD 20604
Associated Air Balance Council
1518 K StreetN.W.
Washington, DC 20005
American Architectural Manufacturers Association
1540 East Dundee Road, Suite 310
Palatine, n- 60067
American Association of State Highway and Transportation Ofhcials
444 North Capitol Street, N.W'., Suite 249
Washington, DC 20001
American B earing Manufacturers Association
1200 19th Sheet N.W, Suite 300
Washington, DC 20036
American Concrete Institute
22400 West Seven Mile Road
P.O. Box 19150, Redford Station
Detroit,ifl, 48219
Association of Edison Illuminating Companies
600 North 18th Street
P.O. Box 2641
Birmingham, N- 35291
American Gas Association
ATTN: Records
1515 WilsonBoulevard
Arlington, VA 22209
American Gear Manufacturef s Associatiorg Lrc.
1500 King Street, Suite 201
Alexandria, VA 22314
American Hardboard Association
12 l0 West Northwest Highway
Palatine, IL 60067
American Institute of Steel Construcfion
One East Wacker Drive, Suite 3100
Chicago,IL 60601
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AISI
AITC
ALSC
AMCA
ANSI
APA
API
ARI
ASCE
ASCtr
ASE Code
ASHRAE
ASME
ASTM
American kon and Steel Institute
1101 Seventeenth Street, NW, Suite 1300
Washington, DC 20036
American Instirute of Timber Construction
7012 South Revere Parkway, Suite 140
Englewood, CO 80112
American Lumber Standard Committee
P.O. Box 210
Germantown, MD 20875
Air Movement and Control Association, Inc.
30 West University Drive
Arlington Heights, IL 60004
American National Standards Institute
11 West 42nd Street, 13th Floor
NewYork.NY 10036
American Plywood Association
7011 South 19th Sheet
Tacoma, WA 98466
American Pefroleum Institute
1220"L" StreetN.W.
Washington, DC 20005
Air-Conditioning and Refrigerafi on Institute
4301 North Fairfax Drive, Suite 425
Arlington, VA 22203
American Society of Civil Engineers
United Engineering Center
345 East 47th Street
NewYork,NY 10017
American Standard Code for Information Interchange
United States of America Standards Institute
10 East 40th Street
NewYork.I\ry 10016
American Standard Safety Code for Elevators, Dumbwaiter and Escalators
American National Standards Institute
1430 Broadway
NewYork. I\ry 10018
American Society of Heating, Refrigeration and
Air Conditioning Engineers, Inc.
1791 Tullie Circle, NE
Atlanta GA 30329
American Society of Mechanical Engineers
345 East 47th Street
NewYork, NY 10017
American Society for Testing and Materials
100 Barr Harbor Drive
West Conshohocken. PA 19428
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AWS
AWWA
BOCA
CALTEST
CALTRANS
CBM
CMAA
CRSI
DEMA
DHI
American Wood-Preservers' Association
9549 Old Fredrick Road
EllicottCity,MD 21042
or
P.O. Box 286
Woodstock, MD 21 163-0286
American Welding Society
550 NW LeJeune Road
P.O. Box 351040
Miami, FL 33135
American Water Works Association
6666 West QuincyAvenue
Denver, CO 80235
Building Officials and Code Administrators, International, Inc.
405 I West Flossmoor Road
Counby Club Hills, n- 60478
Materials Manual, State of Califomia, Business and Transportation Agency
Departrnent of Public Works
State of Califomi4 Department of Transportation
6002 Folsom Boulevard
Sacramento, CA 95819
Standard Specifications, State of Califomia, Departnent of Transportation
State of Califomia, Business and Transportation Agency
P.O. Box 1499
Sacramento, CA 95807
Certifi ed Ballast Manufacturers
2120 Keith Building
Cleveland, OH 44115
Crane Manufacturers Association of America, Inc.
(Formerly called: Overhead Electrical Crane Institute) (OECD
8720 Red Oak Boulevard, Suite 201
Charlotte, NC 28217
Concrete Reinforcing Steel Institute
933 NPIum Grove Road
Schaumburg, n- 601'73
Canadian Standards Association
178 Rexdale Boulevard
Rexdale, Ontario, M9W IR3, Canada
Diesel Engine Manufacturef s Association
30200 Detroit Road
Cleveland OH M145
Door and Hardware Institute
14170 Newbrook Drive
Chantilly, VA 22021
CSA
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DIS
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FEDSPEC
FEDSTDS
FM
HI
HPVA
EIA
EJMA
ESO
HEI
Division of Industrial Safety
Califomia Departrnent of Industrial Relations
2422 ArdenWay
Sacramento, CA 95825
Edison Electric Institute
90 Park Avenue
NewYork,NY 10016
Electronic Industries Association
Order from:
Global Engineering Documents
18201 McDurmott West
kvinqCA 92714
Expansion Joint Manufacturers Association
25 North Broadway
Tarrytown,NY 10591
Electrical Safety Orders
Califomia Administrative Code, Title 8, Chap. 4, Subarticle 5
Office of Procurement, Publications Section
P.O. Box 20191
8141 Elder Creek Road
Sacramento, CA 95820
Federal Specifications
Gensral Services Admini stration
Specification and Consumer Information
Distribution Branch
Washington Navy Yard, Bldg. 1 97
Washingtorl DC 20407
Federal Standards
(see FEDSPECS)
Factory Mutual Engineering and Research Corporation
1 15 I Boston-Providence Tumpike
P.O. Box 9102
Norwood, MA 02062
Heat Exchange Institute
1300 Sumner Avenue
Cleveland" OH 44115
Hydraulic Institute
9 Sylvan Way, Suite 180
Parsippany, NJ 07054
Hardwood Plywood & Veneer Association
1825 Michael Faradav Drive
P.O. Box 2789
Reston, VA 22090-2789
Intemational Association of Plumbing and Mechanical Officials
20001 Walnut Drive S
Walnut, CA 91789
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Inc.
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ICEA
IEEE
IES
JIC
MFMA
MILSPEC
MSS
NAAMM
NACE
NBC
NEC
Intemational Conference of Building Officials
5360 Workrnan Mill Road
Whittier, CA 90601
Insulated Cable Engineers Association
P.O. Box 440
SouthYarmouth,MA 02664
Institute of Electrical and Electronics Engineers
445 Hoes Lane
P.O. Box l33l
Piscataway, NJ 08855
Illuminating Engineering Society of North America
120 Wall Street
NewYork,NY 10017
Instrument Society of America
67 Alexander Drive
P.O.BoxL2277
Research Triangle Park, NC 27709
Joint Industrial Council
7901 West Park Drive
Mclean, YA 22101
Metal Framing Manufacturers Association
401 N. Michigan Avenue
Chicago,IL 60611
Military Specifications
Naval Publications and Forrns Center
5801 Tabor Avenue
Philadelphi4 PA 19120
Manufacturers Standardization Society of the Valve and Fittings Indusby,
127 Par}- Street, N.E.
Vienn4 VA 22180
National Association of Architectural Metal Manufacturers
11 South La Salle Street, Suite 1400
Chicago,Il 60603
National Association of Corrosion Engneers
1440 South Creek Drive
Houston, TX 77084
National Building Code
PublishedbyBOCA
National Electric Code
National Fire Protection Association
One Batterymarch Park
P.O. Box 9101
Quincy, MA 02269
Northeastem Lumber Manufacturers Association, Inc.
P.O. Box 87A
NELMA
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NEMA
NESC
NFOR
NFPA
NHLA
NSF
OSHA
PCI
PPIC
RIS
RMA
SAE
Cumberland Center, l\rc, 04021
National Elechical Manufactureds Association
2l0lL Sheet, NW, Suite 300
Washington, DC 20037
National Electric Safety Code
American National Standards Institute
1430 Broadway
NewYork,NY 10018
National Forest Products Association
(Formerly National Lumber Manufacturer's Association)
1111 19 Street NW, Suite 700
washington, DC 20036
National Fire Protection Association
One Batterymarch Park
P.O. Box 9101
Quincy, MA 02269
National Hardwood Lumber Association
6830 Raleigh LaGrange
P.O. Box 34518
Memphis, TN 38184-0518
National S anitation Foundation
3475 Plymouth Road
P.O. Box 130140
Ann Arbor, MI 48113
Occupational Safety and Health Act
U.S. Deparhnent of Labor
Occupational and Health Administration
San Francisco Regional Office
450 Golden Gate Avenue, Box 36017
SanFrancisco,CA 94102
Precast/Prestressed Concrete Institute
175 West Jackson Blvd., Suite 1859
Chicago,Il 60604
The Plumbing & Piping Industry Council, Inc.
510 Shatto Place, Suite 402
LosAngeles,CA 90020
Redwood Inspection Service
Califomia Redwood Association
405 Enfrente Dr., Suite 200
Novato, CA 94949
Rubber Manufacturers Association
1400 K Street NW, Suite 900
Washington, DC 20005
Society of Automotive Engineers, Inc.
400 CommonwealthDrive
Warrendale, PA 15096
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SAMA
SBC
SBCCI
SCMA
SDI
SMACNA
SPI
SPIB
SSPC
SSPWC
Scientifi c Apparatus Makers Association
One Thomas Circle
Washington, DC 20005
Standard Building Code
Published by SBCCI
Southern Building Code Congress Intemational Inc.
900 Montclair Road
Birmingham, AL 35213
Southem Cypress Manufacturers Association
400 Penn Center Boulevard, Suite 530
Pittsburg, PA 15235
Steel Door Institute
30200 Detroit Road
Cleveland, OH 44145
Sheet Metal and Air Conditioning Contractors National Association, Inc.
P.O. Box 221230
Chantilly,YA 22021
Society ofthe Plastics Industry, Inc.
127 5 K Sheet NW, Suite 400
Washington, DC 20005
Southem Pine Inspection Bureau
4709 Scenic Highway
Pensacola, FL 32504
Steel Shuchrres Painting Council
4516 Henry Street, Suite 301
Pittsburgh,PA 15213
Standard Specifications for Public Works Construction
Building News, Inc.
3055 OverlandAvenue
LosAngeles,CA 90034
Tubulm Exchanger Manufacturer's Association
25 North Broadway
Tarrytown, I.ry 10591
Truss Plate lnstitute
583 D'Onofrio Drive, Suite 200
Madison, WI 53719
Uniform Building Code
Published by ICBO
Underwriters Laboratories Inc.
333 Pfingsten Road
Northbrook, tr- 60062
Uniform Mechanical Code
PublishedbyICBO
Uniform Plumbing Code
Publishedbv IAPMO
TEMA
UL
UMC
LIPC
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WCLIB
WWPA
Bureau of Reclamation
U.S. Departrnent of Interior
Engineering and Research Center
Denver Federal Center, Building 67
Denver, CO 80225
West Coast Lumber Inspection Bureau
6980 SWVams St.
P.O. Box 23145
Portland, OR 97223
Western Wood Products Associafion
(Formerly called: West Coast Lumbermen's Association (WCLA))
Yeon Building
522 SW 5th Avenue
Portland. OR 97204
**END OF SECTION**
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SUBMITTALS
1.0 GENERAL
Submittals covered by these requirernents include manufacturers' information, shop
drawings, test procedures, test results, samples, requ€sts for substitutions, and miscellaneous work-
related submittals. Submittals shall also include, but not be limited to, all mechanical, electical and
electronic equipment and systems, materials, reinforcing steel, fabricated items, and piping and
conduit details. The Contractor shall fumish all drawings, specifications, descriptive data,
certificates, samples, tests, methods, schedules, and manufacturer's installation and other instruc-
tions as specifically required in the contract documents to demonstrate frrlly that the materials and
equipment to be fumished and the methods of work comply with the provisions and intent of the
contract documents.
2.0 CONTRACTOR'SRESPONSIBILITIES
The Contractor shall be responsible for the accruacy and completeness of the information
contained in each submittal and shall assure that the material, equipment or method of work shall be
as described in the submittal. The Contractor shall verifo that all features of all products conform to
the specified requirements. Submittal documents shall be clearly edited to indicate only those iterns,
models, or series of equipment, which are being submitted for review. All extraneous materials
shall be crossed out or otherwise obliterated. The Contractor shall ensure that there is no conllict
with other submittals and notifu the Constuction Manager in each case where his submittal may
affect the work of another contractor or the Owner. The Contractor shall coordinate submittals
among his subconfractors and suppliers.
The Contractor shall coordinate submittals with the work so that work will not be delayed.
He shall coordinate and schedule different categories of submittals, so that one will not be delayed
for lack of coordination with another. No extension of time will be allowed because of failure to
properly schedule submittals. The Contractor shall not proceed wi*i work related to a submittal
until the submittal process is complete. This requires that submittals for review and comment shall
be retumed to the Contractor stamped "No Exceptions Taken" or "Make Corrections Noted."
The Contractor shall certifr on each submittal document that he has reviewed the submittal,
verified field conditions, and complied with the contract documents.
The Contractor may authorize in writing a material or equipment supplier to deal directly
with the Construction Manager or with the Owner with regard to a submitial. These dealings shall
be limited to contract interpretations to clariir and expedite the work.
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3.0 CATEGORIES OF SUBMITTALS
A.GENERAL:
Submiuals fall into two general categories; submittals for review and comment, and
submittals which are primarily for information only. Submittals which are for information only are
generally specified as PRODUCT DATA inPart? of applicable specification sections.
At the beginning of work, the Construction Manager will fumish the Conhactor lists of
those submittals specified in the project manual. Two separate lists will be provided: submittals for
review and comment and product data (submittals) for information only.
B. SIJBMITTALSFORREVIEWANDCOMMENT:
All submittals except where specified to be submitted as product data for information only
shall be submitted by the Contractor to the Corstruction Manager for review and comment.
c. suBMrrrALS (PRODUCT DATA) FOR TNFORMA',TTON ONLY:
Where specified, the Contractor shall fumish submittals (product data) to the Construction
Manager for Information only. Submittal requirements for operation and maintenance manuals,
which are included in this category are specified in Section 01730.
4.0 TRANSMITTALPROCEDURE
A. GENERAL:
Unless otherwise specified, submittals regarding material and equipment shall be accompa-
nied by Transmittal Form 01300-A specified in Section 01999. Submittals for operation and
maintenance manuals, information and data shall be accompanied by Transmittal Form 01730-4
specified in Section 01999. A separate form shall be used for each specific item, class of material,
equipment, and items specified in separate, discrete sections, for which the submittal is required.
Submittal documents common to more than one piece of equipment shall be identified with all the
appropriate equipment numbers. Submittals for various items shall be made with a single form
when the items taken together constitute a manufacturer's package or are so functionally related that
expediency indicates checking or review ofthe group or package as a whole.
A unique number, sequentially assigrred, shall be noted on the transmittal form
accompanying each item submitted. Original submittal numbers shall have the following format:
"XXX"; where "XXX" is the sequential number assigred by the Contractor. Resubmittals shall
have t}te following format: "XXX-Y"; where "XXX" is the originally assigned submittal number
and uY" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the lst, 2nd, and 3rd
resubmittals,respectively. Submittal 25B,forexample,isthesecondresubmittalofsubmittal 25.
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B. DEVIATIONFROMCONTRACT:
If the Contractor proposes to provide material, equipment, or method of work which
deviates from the project manual, he shall indicate so under "deviations" on the transmittal form
accompanying the submittal copies.
C. SLIBMITTALCOMPLETENESS:
Submittals which do not have all the information required to be submitted, including
deviations, are not acceptable and will be retumed without review.
5.0 REVIEWPROCEDL]RE
A. GENERAL:
Submittals are specified for those features and characteristics of materials, equipment, and
methods of operation which can be selected based on lhe Contracto/s judgment of their
conformance to the specified requirements. Other features and characteristics are qpecified in a
manner which enables the Contractor to determine acceptable options without submittals. The
review procedure is based on the Contractor's guarantee that all features and characteristics not
requiring submittals conform as specified. Review shall not extend to means, methods, techniques,
sequences or procedures of construction, or to verifying quantities, dimensions, weights or gages, or
fabrication processes (except where specifically indicated or required by the project manual) or to
safety precautions or prograrns incident thereto. Review of a separate item, as such, will not
indicate approval of the assembly in which the item functions.
When the contract documents require a submittal, the Contractor shall submit the specified
information as follows:
1. 7 copies of all submitted information plus one reproducible original of all
information shall be transmitted with submittals for review and comment.
2. Unless otherwise specified, 4 copies of all submitted information shall be
transmitted with submittals @roduct Data) for information only.
B. SIIBMITTALSFORREVIEWANDCOMMENT:
Unless otherwise specified, within 10 calendar days after receipt of a submittal for review
and comment, the Construction Manager shall review the submittal and retum 4 copies of the
marked-up reproducible original noted in I above. The reproducible original will be retained by the
Construction Manager. The retumed submittal shall indicate one of the following actions:
1. If the review indicates that the material, equipment or work method complies
with the project manual, submittal mpies will be marked "NO
EXCEPTIONS TAKEN." In this event, the Contractor may begin to
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implement the work method or incorporate the material or equipment
covered by the submittal.
If the review indicates limited corrections are required, copies will be
marked "MAKF CORRECTIONS NOTED." The Contractormaybegin
implementing the work method or incorporating the material and equipment
covered by the submifial in accordance with the noted corrections. Where
submittal information will be incorporated in O&M dat4 a corrected copy
shall be provided.
If the review reveals that the submittal is insufficient or contains incorrect
data, copies will be mmked 'AMEND AND RESUBMIT." Except at his
own risk, the Contractor shall not undertake work covered by this submittal
until it has been revised, resubmitted and returned marked either "NO
EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
If the review indicates that the material, equipment, or work method does not
comply with the project manual, copies of the submittal will be marked
"REJECTED - SEE REMARKS." Submittals with deviations which have
not been idenfified clearly may be rejected. Except at his own rislg the
Contractor shall not undertake the work covered by such submittals until a
new submittal is made and retumed marked either'NO EXCEPTIONS
TAKEN' or "MAKE CORRECTIONS NOTED."
C. SUBMITTALS (PRODUCTDATA)FORINFORMATIONONLY:
Such information is not subject to submittal review procedures and shall be provided as part
of the work under this contract and its acceptability determined under normal inspection procedures.
6.0 EFFECT OF REVIEW OF CONTRACTOR'S STIBMITTALS
Review of contract drawings, methods of work, or information regarding materials or
equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility
for errors therein and shall not be regarded as an assumption ofrisks or liability by the Construction
Manager or the Owner, or by any officer or employee thereof, and the Contractor shall have no
claim under the contract on account of the failure, or partial failure, of the method of work, material,
or equipment so reviewed. A mark of 'NO EXCEPTIONS TAKEN' or "MAKE CORRECTIONS
NOTED" shall mean that the Owner has no objection to the Contractor, upon his own responsibility,
using the plan or method of work proposed, or providing the materials or equipment proposed.
**END OF SECTION**
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SECTION O13IO
CONSTRUCTION SCMDULE
1.0 scoPE
I This section specifies reports and schedules for plarming and monitoring the progress of the
work.
! 2.0 DBSCRIPTION
I The Contractor shall provide a grapfuc construction schedule indicating the various! subdivisions of the work and the dates of commencing and finishing each. The schedule shall show
the time allowed for testing and for other procedures which must be completed prior to t}te work
I being put into operation. The schedule will take into account the time of completion and thet specific dates given in the Agreement and the work sequence described in Section 01014.
I 3.0 suBMITTALPRocEDLIRESI
Within 20 days after the date of the Notice to Proceed, the Contractor shall submit in
I accordance with Seciion 01300, a construction schedule conforming to paragraph 01310-2.0. Ther submittal shall consist of a reproducible original and two copies. The submittal will also include the
r Contractor's schedule of values for the project sorted by specification division, which will be the
I basis ofpavment requests.
- Within 7 calendar days after receipt of the submittal, the Construction Manager shall review
I the submitted schedule and retum one copy of the marked up original to the Contractor. Ifthe
- Construction Manager finds that the submitted schedule does not comply witlt specified
I requirements, the corrective revisions will be noted on the submittal copy retumed to the Contractor.
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'.I{EDULE
REVIS''NS
I Revisions to the accepted construction schedule may be made only with the written approval'- of the Contractor and Owner. A change affecting the contract value of any activity, the completion
- time, and specific dates (Agreement) and sequencing (Section 01014) may be made only in
I accordance with applicable provisions ofparagraphs 10, I l, and 12 ofthe General Conditions.
I 5.0 PROJECT STATUS UPDATEt
Project status review and update shall be provided each month as part of the Application for
I Payment(paragraph l4.02ofGeneralConditions).
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The Contractor shall conduct weekly project status meetings, with the Engineer and Owner's
representatives present. The Contractor shall provide a weekly agend4 the meeting minutes from
the previous meeting, and a 3-week look-ahead schedule.
**END OF SECTION**
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SECTION OI38O
PHOTOGRAPHS
I r.0 PRECONSTRUCTIONPHOTOGRAPHS
The Contractor shall provide preconstruction photographs prior to commencement of work
I on the site. The photographs shall be minimum 35-mm film size, and shall indicate on the front of
I each print the date, name of work, and the location where the photograph was taken.
I 2.0 coNSTRUCTIoNPHoTocRAPHSI
The Contractor shall provide construction photographs showing the progress of the work.
I The photographs shall be taken of such subjects as may be directed, shall be minimum 35-mm film
a size, and shall indicate on the front ofeach print the date,job title and briefdescription ofthe
photograph including the location where the photograph was taken. Starting with the
I commencement of work, and continuing as long as the work is in progress, l0 monthly photographs
- shallbetaken.
**END OF SECTION**I
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CONTRACTOR'S UTILITIES
I 1.0 OFFICE
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The Contractor shall maintain a suitable office at the site of the work.
r 2.0 PowER
I The Owner shall provide power for construction at the plant site. The Contactor shall make
I arrangernents with the Owner for power takeoffpoints, voltage and phasing requirements,
transformers and metering. The Contractor shall provide the special connections required for his
I work.I
3.0 TELEPHONEII The Contractor shall provide telephone service at his construction site office.
I 4.0 SANITARYFACILITIESI
The Contractor shall provide toilet and washup facilities for his work force at the site of
I work. The facilities shall comply with applicable laws, ordinances, and regulations pertaining to the
- public health and sanitation of dwellings and camps'
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SECTION 01560
ENVIRONMENTAL CONTROLS
1.0 SITEMAINTENANCE
The Contractor shall keep the work site clean and free from rubbish and debris. Materials
and equipment shall be removed from the site when they are no longer necessary. Upon completion
of the work and before fina1 acceptance, the work site shall be cleared of equipment, unused
materials, and rubbish to present a clean and neat appearance.
2.0 TEMPORARYDAMS
Except in time of emergency, earth dams are not acceptable at catch basin openings, local
depressions, or elsewhere. Temporary dams of sand bags, asphaltic concrete,.or other acceptable
material will be permitted when necessary to protect the work, provided their use does not create a
hazard or nuisance to the public. Such dams shall be removed from the site as soon as they are no
longernecessary.
3.0 AIRPOLLINIONCONTROL
The Contractor shall not discharge smoke, dust, and other contaminants into the atrnosphere
that violate the regulations of any legally constituted authority. He shall also abate dust nuisance by
cleaning, sweeping, and sprinkling with water, or other means as necessary. The use of water, in
amounts which result in mud on public streets, is not acceptable as a substitute for sweeping or other
methods.
4.O NOISE CONTROL
Between 7:30 p.m. and 7:00 a.m., noise from Contractor's operations shall not exceed limits
established by applicable laws or regulations and in no event shall exceed 86 dBA at a distance of
50 feet from the noise source.
**END OF SECTION**
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SECTIONOI660
EQUIPMENTAND SYSTEM
PERFORMANCE AND OPERATIONAL TESTING
PART I--GENERAL
I.O1 DESCRIPTION
This section contains requirements for the Contractods performance in documenting testing
work required under this contract. In addition, this section contains requirements for the
Contractor's performance during installed performance testing of all mechanical, electrical, and
instrumentation equipment and systems, including structures for watedight construction, provided
under this contract and a1l equipment fumished by the Owner. This section supplements but does
not supersede specific testing requirements found elsewhere in this project manual.
I.O2 QUALITYASSURANCE
A. CONTRACTOR'SQUALITYASSI]RANCEMANAGER:
The Contractor shall appoint an operations specialist as Quatty Assurance Manager to
manage, coordinate, and supervise the Contractor's qualrty assurance program. The Quality
Assurance Manager shall have at least 5 years of total experience, or experience on at least five
separate proj ects, in managing the startup commissioning of mechanical, electrical, instrumentation,
and piping systems. Operations specialists shall have equivalent experience in plant operation and
maintenance. The quality assurance program shall include:
l. A testing plan setting forth the sequence in which all testing work required
under this project manual will be implemented.
2. A documentation prograrn to record the results of all equipment and system
t€sts.
3. An installed performance testing program for all mechanical, electrical, and
instrumentation equipment and systems installed under this conhact.
4. A calibration progtam for all instruments, meters, monitors, gages, and
thermometers installed under this contact.
5. A calibration progam for all instruments, gages, meters, and thsmometers
used for determining the performance of equipment and systems installed
under this contract.
6. A testing schedule conforming to the requirements specified in paragraph
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For the purposes of this section, a system shall include all items of equipment, devices and
appurtenances connected in such a fashion as their operation or frurction complements, protects or Icontrols the operation or function of the others. The Quality Assurance Manager shall coordilate
the activities of all subconffactors and suppliers to implement the requirements of this section.
B. CALIBRATION: I
All test equipment (gages, meters, thermometers, analysis instruments, and other equipment) I
used for calibrating or verifuing the per
calibrated to within plus or minus 2percent of actual value at fulI scale. Test equipment employed r
for individual test runs shall be selected so that expected values as indicated by the detailed I
performance specifications will fall between 60 and 85 percent of firll scale.
1.03 SIIBMITTALS
Submittal material, to be submitted in accordance with Section 01300, shall consist of the
following:
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A complete description of the Contractor's plan for documenting the results
from the test program in conformance with the requirements of paragraph
O | 660 -2.02 A, including:
a. Proposed plan for documenting the calibration of all test instruments.
b. Proposed plan for calibration of all instrument systems, including
flow meters and all temperature, pressure, weight, and analysis
systerns.
c. Sample forms for documenting the results of field presswe and
performance tests.
The credentials and certification ofthe testing laboratory proposed by the
Contractor for calibration of all test equipment.
Preoperational check-out procedures, reviewed and approved by the
respective equipment manufacturers.
Detailed testing plans, setting forth step-by-step descriptions of the
procedures proposed by the Contractor for the systematic testing of all
equipment and systems installed under this contract.
A schedule and subsequent updates, presenting the Contractor's plan for
testing the equipment and systems installed under this contract.
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A schedule establishing the expected time period (calendar dates) when the
Contractor plans to commence operational testing of the completed systems,
along with a description of the temporary systems and installations planned
to allow operational testing to take place.
A summary of the Quality Assurance Manager's qualifications, showing
conformance to paragraph 0l 660- I .02 A requirements.
PART2--PRODUCTS
2.OI GENERAL
The Contractor shall prepare test plans and documentation plans as specified in the
following paragraphs. The Conshuction Manager will not witness any test work for the purpose of
acceptance until all test documentation and calibration plans and the specified system or equipment
test plans have been submitted and accepted.
2.02 DOCUMENTATION
A. DOCIIMENTATIONPLANS:
The Contractor shall develop a records keeping system to document compliance with the
requirernents of this Section. Catibration documentation shall include identification (by make,
manufacturer, model, and serial number) ofall test equipment, date of original calibration,
subsequent calibrations, calibration method, and test laboratory.
Equipment and system documentation shall include date of test, equipment number or
system name, nature of test, test objectives, test results, test instruments employed for the test and
signafure spaces for the Construction manager's witness and the Conhactofs quality assurance
manager. A separate file shall be established for each system and item of equipment. These files
shall include the following information as a minimum:
l. Field pressure testsr
2. Field performance tests'
3. Fieldoperationaltests'
Section 01999 contains samples showing the format ard level of detail required for the
documentation forms. The Contractor is advised that these are samples only and are not specific to
this project nor to any item ofequipment or system to be installed under this contract. The
Conhactor shall develop test documentation forms specific to each item of equipment and system
installed rurder this contract. Acceptable documentation forms for all systems and items of
equipment shall be produced for review by the Construction Manager as a condition precedent to
tEach of these tests is required even though not specifically noted in detailed specification
section.
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the Contractor's receipt of progress pal,rnents in excess of 50 percent of the conhact amount. Once
the Construction Manager has reviewed and taken no exception to the forms proposed by the
Contractor, the Contractor shall produce sufficient forms, at his expense, to provide documentation
ofall testing work to be conducted as a part ofthis contract.
B. TESTPLANS:
The Contractor shall develop test plans detailing the coordinated, sequential testing ofeach
item of equipment and system installed under this contract. Each test plan shall be specific to the
item of equipment or system to be tested. Test plans shall identify by qpecific equipment or tag
number each device or contrcl station to be manipulated or observed during ttre test procedure and
the specific results to be observed or obtained. Test plans shall also be specihc as to support
systerns required to complete the test work, temporary systems required dwing the test worlg
subcontractors' and manufacturers' representatives to be present and expected test duration. As a
minimum, the test plans shall include the following features:
1. Step-by-step proving procedure for all control and electrical circuits by
imposing low voltage currents and using appropriate indicators to affirm that
the circuit is properly identified and connected to the proper device.
2. Calibration of all analysis instruments and control sensors.
3. Performance testing of each individual item of mechanical, electrical, and
instrumentation equipment. Performance tests shall be selected to duplicate
the operating conditions described in the project manual.
4. System tests designed to duplicate, as closely as possible, operating
conditions described in the project manual.
Test plans shall contain a complete description of the procedures to be employed to achieve
the desired test environment.
As a condition precedent to receiving progress payments in excess of 75 percent of the
contract amount, or in any event, progress payments due to the Contractor eight weeks in advance
of the date the Contractor wishes to begin any testing work (whichever occurs earliest in the project
schedule), the Contractor shall have submitted all test plans required for the systernatic field
performance and operational tests for all equipment and systems installed under this conhact. Once
the Construction Manager has reviewed and taken no exception to the Conhactor's test plans, the
Contractor shall reproduce the plans in sufficient number for the Contractor's purposes and an
additional ten copies for delivery to the Construction Manager. No test work shall begin until the
Contractor has delivered the specified number of final test plans to the Construction Manager.
C. TESTING SCIIEDULE:
The Contractor shall produce a testing schedule setting forth the sequence conternplated for
performing the test work. The schedule shall be in bar chart form, plotted against calendar time,
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shall detail the equipment and systems to be tested, and shall be coordinated with the Conhactot's
constructionschedulespecifiedinSecfion0l3l0. Thescheduleshallshowthecontemplatedstart
date, duration of the test and completion of each test. The test schedule shall be submitted no later
than 4 weeks in advance of the date testing is to begin. The Construction Manager will not wibress
any testing work for the purpose of acceptance until the Contractor has submitted a schedule to
which the Construction Manager takes no exception. The test schedule shall be updated weekly,
showing actual dates of test work, indicating systems and equipment testing completed satisfactorily
and. meeting the requirements of this project manual.
2.03 SYSTEM AND EQUIPMENTPERFORMANCE TESTS
Each item of mechanical, electrical, inskumentation, and HVAC equipment installed under
this conEact shall be tested to demonstrate compliance with the performance requirements of this
project manual. Each electrical, instrumentation, mechanical, piping, and HVAC system installed
or modified under this contract shall be tested in accordance with the requirements of this
project manual.
2.04 OPERATIONALTESTS
Once all equipment and systems have been tested individually, the Contractor shall fill all
systems exce,pt wastewater, scum sludge and other wastewater derived systems with the intended
process fluids. Wastewater-derived process systems shall be filled with water. After filling
operations have been completed, the Contractor shall operate all systems, simulating actual
operating conditions to the greatest extent possible. The Contractor shall install temporary
connections, bulkheads and make other provisions to recirculate process fluids or otherwise
simulate anticipated operating conditions. During the operational testing period, the Contactor's
Quality Assurance Manager and testing team shall monitor the characteristics of each machine and
systern and report any unusual conditions to the Construction Manager.
2.05 PRODUCTDATA
Product dat4 to be provided in accordance with Section 01300, shall be the original and
three copies of all records produced dwing the testing program.
PART3--DGCUTION
3.OI GENERAL
The Contractor's quality contol manager shall organize teams made up of qualified
representatives of equipment suppliers, subcontractors, the Confractor's independent testing
laboratory, and others, as appropriate, to efficiently and expeditiously calibrate and test the
equipment and systems installed and constructed under this contract. The objective of the testing
program shall be to demonstrate, to the Construction Manageds complete satisfaction, that the
structures, systems, and equipment constructed and installed under this conhact meet all
performance requirements and the facility is ready for the commissioning process to comm€nce. In
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taddition, the testing program shal1 produce baseline operating conditions for the Onmer to use in a
preventive maintenance Program.
3.02 CAIIBRATION OF FDGD INSTRIJMENTS
Calibration of analysis instruments, sensors, gages, and meters installed under this contract
shall proceed on a system-by-systern basis. No equipment or system performance acceptance tests
shall be performed until instruments, gages, and meters to be installed in that particular system have
been calibrated and the calibration work has been witressed by the Construction Manager.
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All analysis instruments, sensors, gages, and meters used for performance testing shall be
subject to recalibration to confirm accuracy after cornpletion, but prior to acceptance ofeach
performance test, All analysis instruments, sensors, gages, and meters installed under this contract
shall be subject to recalibration as a condition precedent to commissioning under the provisions of
Section 01662.
3.03 PERFORMANCETESTS
A. GENERAL:
Performance tests shall consist of the following:
L Pressureand/orleakagetests.
2. Electrical testing as specified in Division 16.
3. Wiring and piping, individual component, loop, loop commissioning and
tuning testing as described in Division 17.
4. Preoperational checkout for all mechanical and HVAC equipment.
Preoperational check-out procedures shall be reviewed and approved by the
respective equipment manufacturers.
5. Initial operation tests of all mechanical, eleckical, IIVAC, and
instrumentation equipment and systems to dernonstrate compliance with the
performance requirements of this project manual.
In general, perforrnance tests for any individual system shall be performed in the order listed
above. The order may be altered only on the specific written authorization of the Consfruction
Manager after receipt of a written request, complete with justification of the need for the change in
sequence.
B. PRESSUREANDLEAKAGETESTS:
Pressure and leakage tests shall be conducted in accordance with applicable portions of
Divisions 3 and 15. All acceptance tests shall be wibressed by the Construction Manager. Evidence
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I of successful completion of the pressure and leakage tests shall be the Construction Manager's
signature on the test forms prepared by the Contractor'
I C. FUNCTIONALCTIECKOUT:
I Prior to energization (in the case of electrical systems and equipment), all circuits shall beI rung out and tested for continuity and shielding in accordance with the procedures required in
Division 16.
I D. COMPONENTCALIBRATIONANDLOOP TESTING:
I Prior to energization (in tlle case of instrumentation system and equipment), all loops andr associated instruments shall be calibrated and tested in accordance with the procedures required in
Division 17.I
I E. ELECTRICALRESISTANCE:
I Electrical resistance testing shall be in accordance with Division 16.I
F- PREOPERATIONALTESTS:Ir Preoperational tests shall include the following:
II l. Alignment of equipment using reverse dial indicator method.
2. Preoperation lubrication,
I 3. Tests per the manufacturers' recommendations for prestart preparation and
r preoperational check-out procedures.
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G. FLTNCTIONAL TESTS:
I l. GENERAL: Once all affected equipment has been subjected to the required
preoperational check-out procedures and the Consfuction Manager has witressed and has not found
I deficiencies in that portion of the work, individual items of equipment and systerns maybe started
I and operated under simulated operating conditions to determine as nearly as possible whether the
equipment and systems meet the requirements of these specifications. If available, plant eflluent
I may be employed for the testing of all liquid systems except gaseous, oil, or chemical systems. If
I not available, potable water shall be employed as the test medium. Test media for these systems
shall either be the intended fluid or a compatible substitute. The equipment shall be operated a
I sufficient period of time to detsrmine machine operating characteristics, including noise,
I temperatures and vibration; to observe performance characteristics; and to permit initial adjustnent
of operating controls. When testing requires the availability of auxiliary systems such as looped
I piping, electrical power, compressed air, conffol air, or instrumentation which have not yet been
t placed in service, the Contractor shall provide acceptable substitute sources, capable ofmeeting the
requirements of the machine, device, or system at no additional cost to the Owner. Disposal
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methods for test media shall be subject to review by the Construction Manager. During the I
frrnctional test period, the Contractor shall obtain baseline operating data on all equipment with
motors greater than I horsepower to include amperage, bearing temperatures, and vibration. The Ibaseline data shall be collected for the Owner to enter in a preventive maintenance system. t
2. RETESTING: If under test, any portion of the work should fail to fulfill the tcontract requirernents and is adjusted, altered, renewed or replaced, tests on that portion when so I
adjusted, altered, removed, or replaced, together with all other portions of the work as are affected r
thereby, shall, unless otherwise directed by the Construction Manager, be repeated wtO* . . Ireasonable time and in accordance with the specified conditions. The Contractor shall pay to the
Owner all reasonable expenses incurred by the Owner, including the costs of the Construction r
Manager, as a result of repeating such tests. I
a, machines ,r,lir u",Jr"i"ffiTlffi:ffffiX,ff:"H#;,"1*,'Jililtr iT:rT,Tl'l1:t' I
shall be checked for loose connections, unusual movement, or other indications of improper
operating characteristics. Any deficiencies shall be corrected to the satisfaction ofthe Construction I
Manager. All machines or devices which exhibit unusual or unacceptable operating characteristics I
shall be disassembled and inspected. Any defects found during the course of the inspection shall be
repaired or the specific part or entire equipment item shall be replaced to the complete satisfaction I
of the Construction Manager at no cost to the Owner. I
3.04 OPERATIONATTESTS
I
The Contractor shall provide system operation tesfing. After completion of all performance
testing and certification by the Construction Manager that all equipment complies with the require- I
ments of the specifications, the Contractor shall filI all process units and process systems, except I
those emtloting domedtic watei, oil, air, of ChemidalS, with plant
water, oil, air, and chemical systems shall be filled with the specified fluid.
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As-built documents specified in Section 01720 of facilities involved shall be accepted and
ready for tumover to the Owner at the time of operational testing.
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SECTION01662
COMMISSIONING
PART I--GENERAL
1.OI DESCRIPTION
This section contains requirements for the Conhactot's performance during the commis-
sioning of the structures, equipment and systems constructed and installed during the course of this
contract. All commissioning worh as described in this section, shall be performed by the
Contractor.
r.02 QUALITYASSURANCE
A. CLEANUP:
Following completion of the operational testing period, the Contractor shall remove, clean,
and replace all permanent and temporary filters and strainers in all pipeline systems; dewater and
clean al1 sumps; and dewater all process units for final inspection as a condition precedent to
commissioning.
PART 2--PRODUCTS
Working with representatives of the Owner and the Construction Manager, the Contractor
shall develop and produce a detailed, written plan for the startup and initial operation, under actual
operating conditions, of the equipment and systems installed and constructed under this contract.
The document, after acceptance by the Construction Manager, shall serve as the guidance manual
for the commissioning process.
PART3--DGCUTION
After completion of the equipment and system performance and operational testing, where
required, and agreement on the part of the Construction Manager that the systems did meet all test
requirernents, commissioning will begin. The commissioning period for each modified or new unit
process system shall be I week. The Contractor shall remove all temporary piping, bulkheads,
controls and other alterations to the permanent systems that may have been needed during the
performance and operational testing and shall perform the tasks necessary to make the
improvements constructed under this contract fully operational.
The Ownels operation and maintenance personnel will be responsible for operation of the
systems to be commissioned. The portion of the work to be commissioned shall be firlly
operational, performing all functions for which it was designed.
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The Contractor shall be available at all times during commissioning periods to provide
immediate assistance in case of failure of any portion of the system being constructed. At the end of
the commissioning period and when al1 corrections required by the Construction Manager to assure
a reliable and completely operational facility are complete, the Construction Manager shall iszue a
completion certificate. Each system shall have been issued a completion certificate as a condition
precedent to the final acceptance ofthe work ofthis contract.
During the commissioning period, the Owner shall be responsible for all normal operational
costs and the Contractor shall bear the costs ofall necessary repairs or replacements, including labor
and materials, required to keep the portion of the plant being commissioned, operational.
**END OF SECTION**
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SECTION 01720
RECORD DRAW]NGS
I Record drawings refer to those documents maintained and arurotated by the Contractor
I during construction and are defined as (1) a neatly and legibly marked set of contract drawings
showing the final location of piping, equipment, electrical conduits, outlet boxes and cables;
I (2) additional documents such as schedules, lists, drawings, and electrical and instrumentation
t diagrams included in the specifications; and (3) Contractor layout and installation drawings.
I Unless otherwise specified, record drawings shall be full size and maintained in a clean, dr5i,
t and legible condition. Record documents shall not be used for construction purposes and shall be
available for review by the Construction Manager during normal working hours at the Contractot's
I field office. At the completion of the work, prior to final payment, all record drawings shall beI submitted to the Construction Manager.
I Marking of the drawings shall be kept current and shall be done at the time the material andI equipment are installed. Annotations to the record documents shall be made with an erasable
colored pencil conforming to the following color code:
r Additions - Red
Deletions - Greenr Siffi:,:ll. - "olli,*.
*Legibly mark to record actual depths, horizontal and vertical location ofunderground
raceways, cables, and appurtenances referenced to permanent surface improvements.
**END OF SECTION*'F
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SECTIONOIT3O
OPERATING AND MAINTENANCE INFORMATION
Operation and maintenance (O&M) instructions shall be provided in accordance with this
section and as required in the technical sections of this project manual. O&M information shall be
provided for each maintainable piece of equipment, equipment assembly or subassembly, and
material provided or modified under this contract.
O&M instructions must be submitted and accepted before on-site training may start.
2.0 TYPESOFINFORMATIONREQUIRED
A. GENERAL:
O&M information shall contain the names, addresses, and telephone numbers of the
manufacturer, the nearest representative of the manufacfurer, and the nearest supplier of the
manufacturer's equipment and parts. In additiorU one or more of the following items of information
shall be provided as applicable.
B. OPERATINGINSTRUCTIONS:
Specific instructions, procedures, and illushations shall be provided for the following phases
of operations:
i. SAFETY PRECAUTIONS: List personnel hazards for equipment and list
safety precautions for all operating conditions.
2. OPERATOR PRESTART: Provide requirements to set up and prepare each
systern for use.
3. START-UP, SHUTDOWN, AND POSTSHUTDOWN PROCEDURES:
Provide a control sequence for each ofthese operations.
4. NORMAL OPERATIONS: Provide control diagrams with data to explain
operation and control of systems and specific equipment.
5. EMERGENCYOPERATIONS: Provideemergencyproceduresfor
equipment malfunctions to permit a short period of continued operation or to
shut down the equipment to prevent further damage to systems and
equipment. Include emergency shutdown instructions for fire, explosion,
spills, or other foreseeable contingencies. Provide guidance on emergency
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01730-1
operations of all utility systems including valve locations and portions of
systems controlled.
OPERATOR SERVICE REQUIREMENTS: Provide instructions for
services to be performed by the operator such as lubrication, adjusfinents,
and inspection.
EN\,TRON\4ENTAL CONDITIONS: Provide a list of environmental
conditions (temperature, humidity, and other relevant data) which are best
or eacn proouct or prece o
which equipment should not be allowed to nrn.
3.0 TRANSMITTAI PROCEDURE
Unless otherwise specified, O&M manuals, information, and data shall be ftansmitted in
accordance with Section 01300 accompanied by Transmittal Form 01730-A and Equipment Record
Forms 01730-8 and/or 01730-C, as appropriate, all as specified in Section 01999. The transmittal
form shall be used as a checklist to ensure the manual is complete. Only complete sets of O&M
instructions will be reviewed for acceptance.
5 copies of the specified O&M information shall be provided. For ease of identification,
each manufacturer's brochure and manual shall be appropriately labeled with the equipment name .
and equipment number as it appears in the project manual. The information shall be organized in
the binders in numerical order by the equipment numbers assigned in the project manual. The
binders shall be provided with a table of contents and tab sheets to permit easy locafion of desired
information.
If manufacturers' standard brochures and manuals are used to describe O&M procedures,
such brochures and manuals shall be modified to reflect only the model or series of equipment used
on this project. Extraneous material shall be crossed out neafly or otherwise annotated or
eliminated.
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Acceptable O&M information for the project must be delivered to the Construction
Manager prior to the proj ect being 65 percent complete. Progress payments for work in excess of
65 percent completion will not be made until the specified acceptable O&M information has been
delivered to the Construction Manager.
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01730-2
I 5.0 FrELD .HANGES
I Following the acceptable installation and operation of an equipment item, the item's
I instructions and procedures shall be modified and supplemented by the Contractor to reflect any
field changes or information requiring field data.
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**END OF SECTION**
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SECTION 01999
REFERENCEFORMS
I The forms listed below and included in this section are referenced from other sections of lhe
I project manual:
,- Form No. Title
I 01300-4 submittal Transmittal Form
I 01660-4 Equipment Test Report Form
r 01730-4 Operation and Maintenance Transmittal Form
I I 1000-A Manufactuer's Installation Certification FormI 11000-8 Manufacturer's Instruction Certification Form
I1000-C Unit Responsibility Certification Form
I 11060-A MotorDataForrnI16000-4 Wire and Cable Resistance Test Data Form
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01300-A.SUBMITTAI TRANSMITTAI FORM:
S UBMITTAL TRANSMITTAII
Submittal Description :Submittal No:r
Spec Section:
Routing Sent Received
OWNER:Conhactor/CM
PROJECT:CM/Encineer
Engineer/CM
CONTRACTOR:ClWContractor
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tWe are sending you trAttached EUnder separate cover via
ESubmittals for review and comment
EProduct data for information onlv
Remarks:
ItemCopies Date
Section
No.Description
Review
action'
Reviewer
initials
ReYiew
comrFnts
attached
'Note: NET = No exceptio[s trken; MCN = Make corrections noted; A&R = Amend and rcsubmit; R: Rejected Athch additional sheets ifnecessary.
Contractor
Certiff either A or B:trA. We have verified that the material or equipment contained in this submittal meets all the requirernents, including
coordination with all related work, specified (no exceptions).
DB. We have verified that the material or equipment contained in this submittal meets all the requirernents specified except for
the attached deviations.
No.Deviation
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Certified by:
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Contracto/s Signature
tSee paragraph 01300-4.0 A, Transmittal Procedwe.
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01660-A. EQUIPMENT TEST REPORT FORM: Page 1 of 4
I NOTE: This example equipment test report is provided for the benefit ofthe Contactor and is! not specific to any piece of equipment to be installed as a part of this project. The
example is fumished as a medls of illustrating the level of detail required for the
I preparation of equipment test report forms for this project.
CITYOFSAMPLE
EXAMPLE WATER TREATMENT PLAI\T
STAGE ry EXPANSION PROJECT
ABC Construction Company, Inc., General Contractor
XYZ Engineering, Inc., Construction Manager
EQUPMENT TESTRBPORT
I Equipment Name: Sludge Pump 2- Equipment Number: P25202
I Specification Ref: 11390
t Location: East Sedimentation Basin Gallery
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Contactor Construction Manager
Verified Date Verified Date
T PREOPERATIONAL CIIECKLIST
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\{echanical
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Lubrication-
Alignment_
Anchor bolts
Seal water system operational
Equipment rotates freely
Safety guards
Valves operational
Hopper purge systems operational
Sedimentation tank/tropper clean
O&M manual information complete
Manufacturer's installation certifi cate
complete
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Contractor
Verified Date
Page 2 of 4
Con struction Manager
Verifred Date
Electrical (circuit ring-out and high-pot tests)
Circuits:
Powerto MCC 5
Conhol to HOA
Indicators at MCC:
Red (running)
Green (power)
Amber (auto)
Indicators at local control
parrcl_
Wiring labels complete
Nameplates:
MCC
Control station
Control panel
Equipment bumped for rotation
Pipins Svstems
Cleaned and flushed:
Suction
Dischmge
Pressure tests
Temporary pipilg screens in place
Instrumentation and Controls
Flowmeter FE2502F calibration
Calibration Report No.
Flow recorder FR2502G calibrated
aeainst transmitter
VFD speed indicator calibrated against
independent reference
Discharge overpressure shutdown
switch calibration
Simulate discharge overpressrue
Shutdown
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Page 3 of4
Contractor Consfuction Manager
Verifred Date Verified Date
FI]NCTIONAL TESTS
I Mechanical
I t"i"Jo?ot*Tfl#tem'erature
PumP oPerating temperatureI """tx'ffil,";"""t
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Pump operation: 75 gpm/50 psig
Measurement:
Flow
Presswe Test gage numberI 1ffift:T'
I Remarks:
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Electrical
Local switch function:
Runs infllND
No conhol power in OFF
Timercontrol wAWO
Overpressure protection switch
PS2502C tunctional in both
HAND aTAAUTO-
Overpressure protection switch
PS2502C set at 75 Psig
PLC 2500 set at 24-hour cycle,
25minON
. OPERATIONALTEST
I 48-hour continuous test. Pump cycles asI specified, indicators frrnctional, con-
r ffols functional, pump maintains capac-
I ity, overpressure protection remains! functional. hour meter functional
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RECOMMENDED FOR BENEFICIAL OCCL]PANCY
Construction Manager
ACCEPTED FOR B ENEFICIAL OCCUPANCY
Ownef s Representative
Date
Date
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MAINTENANCE01730-A. OPERATIONAND TRANSMITTALFORM:
Submittal No:2Date:
To:Contact No:
Spec. Section:
Submittal Description:
From:
Attention:
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Constuction manager
1. Table ofcontents
2. Equipment record fonns
3. Manufacturerinfonnation
4. Vendor information
5. Safety precautions
6. Operator prestart
7 . Start-up, shutdowr\ and postshutdown prucedues
8. Normal operations
9. Emergencyoperations
10. Operator service requirements
11. Envkonmental conditions
12. Lubrication data
13. Preventive maintenance olan and schedule
14. Troubleshooting guides and diagnostic tecbniques
15. Wiring diagrams and control diagrams
16. Maintenance and repair procedures
17. Removal and replacement insfructions
18. Spare parts and supply list
19. Corrective maintenance rnan-hours
20. Parts identification
21. Warranff information
22. Personnel training requiranents
23. Testing equipment and special tool information
Remadrs:
'See paragraph 01300-4.0 A, Transmittal Procedure.
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CTTIRER
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11OOO-A. MANUFA
Contract No:
'S INSTALLATION CERTIFICATION FORM:
Specification section:
Equipment name:
Contractor:
Manufacturer of equipment item:
The undersigned manufacturer of the equipment item described above hereby certifies that
he has checked the installation of the equipment and that the equipment, as specified in the project
manual, has been provided in accordance with the manufacturer's recommendations, and that the
trial operation of the equipment item has been satisfactory.
Comments:
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Signature of Authorized Representative
Contractor
Manufacturer I
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I 1OOO-8. MANUFACTTIRER'S INSTRUCTION CERTIFICATION FORM:
Specification section:- Contract No:I :::T;,"J:"*"'
The undersigned manufacturer ceftifies that a service engineer has instructed the wastewater
I treatrnent plant operating personnel in the proper maintenance and operation of the equipment
I desisratedherein.
I OpJations Ctrect< List (check appropriate spaces)
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Start-up procedure reviewed
Shutdown procedure reviewed
Normal operation procedure reviewed
Others:
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Manufacturer of equipment item:
I vtaintenarrce ctrect rist (check appropriate spaces)
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Described normal oil changes (frequency)
Described special tools required
Described normal items to be reviewed for wear
Described preventive maintenance instructions
Described greasing frequency
Others:
Manufacturert Date
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Signature of Authorized Representative
Signature of Owner's Representative
Signature of Contractor's Representative
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lIOOO-C. LTNIT RESPONSIBILITY CERTIFICATION FORM
(Job Title)(Job Title)
- CERTIIiIICATE OF IJMT RESPONSIBILITY
for Specifi cation Section
In accordance with paragraph 11M0-1.02 C of the contract docurnents,
the undersigneil nwrufacturer accepts unil responsibility for all
components of equipment furnished, under specificaion
Section We hereby certity that these components arc
compatible and compise a functional unit suitable for the specified
performance and design requirements.
Notary Public Name of CorPoration
@ Addt"*
Seal: BY:
Duly Authorized Official
kgal Title of Official
Date:
Vail WWTP UV Installation
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I l1060-A. MOTORDATAFORM:
EquipmentName EquipmentNo.(s)
MfrModel Frame IIP
RPM Service factor
Freq _ Amb temp rating degrees C
Desigrr letter
OIEMA MG-I.16)
Insulation class
Afnosphere
I Site Location
Volts
I NameplateMarkings
MfrI
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Phase
FLA LRA
Time rating
0TEMAMGI-10.35)
KVA code letter
I The following information is required for explosionproof motors only:
A. Approved by UL for installation in Class , DivI
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-;
Grotp
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(NEC Tables 500-2 and 500-2(b)
The following information is required for all motors 1/2 horsepower and larger:
A. Guaranteed minimum efficiencv
B. Nameplate or nominal efficiency
(paragaph I 1060-2.04 G)
Data Not Necessarily Marked on Nameplatett
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Temp rise degrees C (NEMA MGl -12.41,42)
Spaceheaterincluded?-les
-No;
ifYes, watts volts
Type ofmotor winding overtemperature protection, if specified:
t Use the space below to provide additional information on other motor modifications, if specified:
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16000-A. WIRE AND CABLE RESISTANCE TEST DATA FORM:
Wire or Cable No.:
Location of Test
l.
2.
J.
4.
5.
6.
7.
Ternperature, T
Insulation
resistance,
meqohms
CERTIFIED
Contractor's Representative I
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WITNESSED
Owner's Reoresentative
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Date
oo
Section No.
Division 3
Concrete
Title
Concrete Reinforcement
Cast-in Place Concrete
Grout
03200
03300
03600
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SECTIONO32OO
CONCRETE REINFORCEMENT
PART I--GENERAL
I.OI DESCRIPTION
This section specifies reinforcing steel for use in reinforced concrete.
I.O2 QUALITYASSURANCE
A. QUALTTYCONTROLBYCONTRACTOR:
To demonstrate conformance with the specified requirements for cast-in-place concrete, the
Contractor shal1 provide the services of an independent testing laboratory which complies with the
requirements of ASTM E329. The testing laboratory shall sample and test concrete related
materials as required in Section 03300. Costs of testing laboratory services shall be bome by the
Contractor.
B. REFERENCES:
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified" references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing organization,
references to those documents shall mean the replacement documents issued or otherwise identified
bythat organization or, if there are no replacement documents, the last version ofthe document
before it was discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued orreplaced.
Reference Title
ACI315
ASTMAS2
ASTMAl85
Details and Detailing of Concrete Reinforcement
Steel Wire, Plain, for Concrete Reinforcement
Steel Welded Wire, Fabric, Plain for Concrete
Reinforcement
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Reference
ASTM4.6l5/A615M
REVB
ASTM A616IA616M
ASTM A617IA617l|.l
ASTM A7O6/A7O6M
REVB
ASTM 477511^775}/{
ASTM E329
AWSDI.4
CRSI-PRB
CRSI-MSP I
FEDSPEC w-461H
Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement
Rail-Steel Deformed and Plain Bars for Concrete
Reinforcernent
Axle-Steel Deformed and Plain Bars for Concrete
Reinforcement
Low-Alloy Steel Deformed Bars for Concrete
Reinforcem€nl
Epoxy-Coated Reinforcing Steel Bars
Inspection and Testing Agencies for Concrete, Steel,
and Bituminous Materials as Used in Construction
Structwal Welding Code-Reinforcing Steel
Placing Reinforcing Bars
Manual of Standard Practice
Wire, Steel, Carbon @ound, Bare, and Coated)
I.O3 PLACINGDRAWINGS
The Contractor shall prepare reinforcement placing drawings conforming to the
requirements of ACI 315. Placing drawings shall include bar lists, schedules, bending details,
placing details, and placing plans and elevations as required to fully delineate this portion of the
work. The placing drawings shall be submitted to the Construction Manager for review and
comment. Review shall be for general conformance with the contract documents regarding bar
grade, size, spacing, and configuration. Bar dimensions and quantities will not be reviewed.
I.O4 SLIBMITTAIS
Reinforcement placing drawings conforming the requirements of paragraph 03200-1.03
shall be provided in accordance with Section 01300.
PART2--PRODUCTS
2.01 BARREINFORCEMENT
Reinforcing bars shall be deformed billet steel in conformance with ASTM A615, including
supplementary requirements. Bars shall be Grade 60, except ties or field-bent bars where specified
shall be Grade 40. Bars to be welded shall be Grade 40 or shall be deformed billet steel conforming
to ASTM A706. ASTM A616 or ASTM A617'steel shall not be used. Bars provided as dowels for
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future construction and bars where specified shall be epoxy-coated in conformance with ASTMI Azis.J
_ 2.02 WIREFABRIC
- Wire fabric shall be welded steel mesh conforming to ASTM A185.
I 2.03 wTREANDPLAINBARSI
- Wire used as reinforcement and bars used as spiral reinforcement in structures shall be cold
I drawn steel conforming to ASTM A82.
2.04 TIE WIRE
I
' The wire shall be minimum 16 gage annealed steel conforming to FEDSPEC QQ-W-461H.
t 2.0s BARSUPPORTS
D Bar supports coming into contact with forms shall be CRSI Class 1 plastic protected or
I Class 2 stainless steel protected and shall be located in accordance with CRSI MSP-I and placed in
' accordance with CRSI PRB. Concrete block supports shall be provided for footing and slabs on
I grade. Stainless steel or plastic protected plain steel supports shall be provided for other work.
r 2.06 PRoDUCTDATA
I The following information shall be provided prior to installation in accordance with Section
01300:
I l. Certified mill test rePorts
2. Welder qualification certificate in accordance with AWS DI.4.
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r PART3--E)GCUTION
I 3.OI FABRICATION
I
I Reinforcing steel shall not be bent or straightened in a manner which will injure the
material. Bars with kinks or with bends not shown shall not be used. Heating or welding bars shall
I be performed in accordance with AWS Dl.4 and shall only be permitted where specified or
I approved by the Construction Manager. Bars shall not be welded at the bend.
I 3.02 PLACEMENT
I
Reinforcing steel shall be placed in accordance with CRSI PRB and CRSI MSP-I.
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Reinforcing steel shall be positioned accurately and secured against displacement by using Iannealed iron wire at intersections and shall be supported by concrete or metal chairs, qpacers or I
mefalftangers; Tackurelding of cross barrisrrotacceptable. Bas shown onthe ffi
l:-:n:**19:::i}'::"1::::#:.*T:,*iiy::,*::-*:*':-':::f"1.::::t'i:o "' Isupports. Steel rods and pegs may be used to support reinforcing steel on rock foundations. r
Reinforcing steel shall be placed in such a manner as to not damage waterproofing membrane or
plastic lining which has been previously applied or constructed. Reinforcing steel shall be shop-
tent or slightly relocated wheie necessary to clear waterstop. Reinforcing sieel shall not be placed I
on fresh concrete or forced into fresh concrete.
Supports for embedded items shall not be welded to the reinforcement. Additional
reinforcement may be provided for this purpose.
3.03 SPLICING
Reinforcing steel shall be spliced as shown. Additional splices may be provided where
approved by the Consfruction Manager.
In slabs, beams, girders and walls, reinforcing steel shall not be spliced in areas of maximum
stress. Splices of adj acent bars shall be staggered at least one splice length, unless otherwise
specified. Splices in welded wire fabric shall be at least I l/2 meshes wide.
3.O4 CLEANING
Reinforcing steel shall be cleaned of mill rust scale, dried concrete, or other coatings that
may reduce bond. Reinforcement reduced ilr section is not acceptabie. When concrete placement is
delayed, reinforcement shall be cleaned by sandblasting if directed by the Construction Manager.
3.05 REPAIROFEPOXYCOATING
Epoxy coating damage need not be repaired in cases where the damaged area is 0.1 square
inch or smaller. All damaged areas larger than 0.1 square inch shall be repaired in conformance
withASTMA775.
**END OF SECTION**
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SECTION O33OO
CAST-IN-PLACE CONCRETE
PART I--GENERAL
1.OI DESCRIPTION
This section specifies cast-in-place concrete for foofings, slabs, floors, walls, piers, channels,
pavements, sidewalks, curbs, pipe bedding encasement, electrical conduit encasement, and
miscellaneous structures.
I.O2 QUALITYASSLIRANCE
A. QUALITYCONTROLBYCONTRACTOR:
To demonstrate conformance with the specified requirements for cast-in-place concrete, the
Conkactor shall provide the services of an independent testing laboratory which complies with the
requirernents of ASTM E329. Costs of testing laboratory services shall be bome by the Contractor.
B. BASISFORQUALITY:
Cast-in-place concrete shall conform to the requirements of ACI 301, except as modified.
Unless specified otherwise, all formwork shall conforur to ACI347.
C. REFERENCES:
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conllict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing organization,
references to those documents shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacement documents, the last version of the document
before it was discontinued. Where document dates are given in ihe following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued or replaced.
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Reference
ACr 21l.1
ACI3OI
ACI3O4
ACI3O5R
ACI3O6R
ASTMC3l
ASTMC33
ASTM C39
ASTM C42
ASTMCI36
ASTMCI43
ASTMCl50
ASTMCIT2
ASTM C26O
ASTM C3O9
ASTMC494
ASTM E329
CRD-C572
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Recommended Practice for Selecting Proportions for Normal and
Heavy Weight Concrete
Specifications for Structural Concrete for Buildings
Measuring, Mixing, Transporting, and Placing Concrete
Hot WeatherConcreting
Cold Weather Concreting
Standard Method of Making and Curing Concrete Test Specimens
in the Field
Concrete Aggregates
Standard Test for Compressive Strength of Cylindrical Concrete
Specimens
Obtaining and Testing Drilled Cores and Sawed Beams of
Concrete
-Mixed Concrete
Sieve Analysis ofFine and Coarse Aggregates
Standard Test for Slump of Portland Cement Concrete
Portland Cement
Sampling Fresh Concrete
Air-Enhaining Admixtures for Concrete
Liquid Membrane-Forming Compounds for Cwing Concrete
Chemical Admixtures for Concrete
Inspection and Testing Agencies for Concrete, Steel, and
Bituminous Materials as Used in Construction
Corps of Engineers Specifications for Polyvinylchloride Waterstop
1.03 SLIBMITTAIS
Reports of concrete mix designs shall be provided in accordance with Section 01300.
Requirernents for the reports are specihed in paragraph 03300-2.02 C.
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PART2--PRODUCTS
2.OI MATERIALS
A. CEMENT:
Portland cernent shall be ASTM C150, Type II or Type V, low alkali, containing less than
0.60 percent alkalies.
B. AGGREGATES:
l. GENERAL: Fine and coarse aggregates shall conform to ASTM C33. Fine
and coarse aggregates shall be tested in accordance with ASTM C136. Aggregates shall be
nonreactive and shall be washed before use.
When sources of aggregates are changed, test reports shall be provided for the new material.
The tests specified shall be performed prior to commencing concrete work.
2. FINE AGGREGATE: Fine aggregate shall be hard, dense, dwable particles
of either sand or crushed stone regrrlarly graded from coarse to fine. Gradation shall conform to
ASTM C33.
3. COARSE AGGREGATE: Coarse aggregate shall be hard, dense and
durable gravel or crushed rock free from injurious amounts of soft and friable particles, alkali,
organic matter and other deleterious substances. Gradation of each coarse aggrcgate sizn specified
in paragraph 03300-2.02 A shall conform to ASTM C33-Table 2.
C. ADMIXTL]RES:
1. GENERAL: Admixturesshallbecompatiblewiththeconcrete. Calcium
chloride or admixtures containing calcium chloride are not acceptable. Admixtures shall be used in
accordance with the manufacturer's recommendations and shall be added separately to the concrete
mix.
2. WATER REDUCING RETARDER: Water reducing retarder shall be
ASTM C494,Type D, and shallbe MasterBuilders, Pozzolith 300-R; Sika Chernical Corp.,
Plastiment; or equal.
3. AIR ENTRAINING AGENT: Air enhaining agent shall be Master Builders,
MB-A810; W. R. Grace and Co., DaraVair; or equal. The air enhaining agent added shall produce,
in accordance with ASTM C26O, an enfrained air content specified in paragraph 03300-2.02 A for
each class of concrete.
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D. WATER:
Water for washing aggtegate, for mixing and for curing shall be free from oil and
deleterious amounts of acids, alkalies, and organic materials.
2.02 CONCRETECHARACTERISTICS
A. MIXPROPORTIONING:
Concrete shall be normal weight concrete composed of specified cement, admixtures,
aggregates and water proportioned and mixed to produce a workable, strong, dense, and
impermeable concrete.
Concrete shall be provided in accordance with the following:
Notes for table:
u Compressive strenglh shall be determined at the end of28 days based on test cylinders made and tested in accordance
with ASTM C39.b Concrete encasement for electrical conduit shall contain 3 pounds ofred oxide per sack of cement.
B. USE:
Concrete shall be provided by class for the corresponding use listed as follows:
Type ofuse Class of concrete
Concrete 12 inches thick and greater (Note l)
Concrete less than 12 inches thick
Pipe bedding and encasement, electrical conduit
encasement (duct banks) and concrete fill
Notes for table:
Note l. At contactors option, Class C concrete may be used for all concrete required to have a minimum 28-day
compressive strength of4000 psi.
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Concrete
class
ASTM coarse
aggregate size
Min. cement
content,
sacksi cu yd
concrete
Maximum water/
cement ratio by
weight
Minimum
percent air
content
Maximum
slump in
inches
Minimum"
28-day
compressive
B
c
Eb
467
6'7
46'7
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3.25
43
43
60
5.5+l
4
4-1t2
6
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I C. CONTROL:
t Before beginning concrete work, the Contractor shall determine the proper proportions of
materials for class of concrete B and C. Methods for selecting and adjusting proportions of the
I ingredients shall be in accordance with ACI 2l I .1 . Reports from the concrete supplier of each mix
I design shall state whether the items reported comply with the specifications and shall show (1) the
expected strength, (2) conesponding slump, (3) expected drying shrinkage, (4) weights and test
I results ofthe ingredients, and (5) other physical properties necessary to check each mix design.
I Copies of the reports shall be submitted in accordance with paragraph 03300-1.03.
I 2.03 v/ArERsroPS
Waterstops shall be manufactured from virgin polyvinylchloride @VC) conforming to the
I Corps of Engineers Specification No. CRD-C572.
Unless otherwise specified, waterstops in construction joints shall be Greenstreak 679,
I Vinylex R6-38, or equal. Waterstops in expansion joints shall be Greenstreak 735, Vinylex RB9-r 38H, or equal. Waterstops called out as expansive waterstops on the Drawings shall be MC-2010M
as manufactured by Adeka Ultra Seal, or equal.
I 2.04 SEALANTS ANDJOINTFILLERS
I Sealants and preformedjoint fillers shall be as specified in Sections 07900 and 07905.
I 2.Os BONDING COMPOUNDS
I Epoxy resin bonding compounds shall be used for wet areas and shall be Adhesive
r Engineering, Concresive Nos. 1001, 1001-LPL or 1180 as applicable; Sika Chemical Corporation,
I Sikadur 35, Hi-Mod LV, Sikadur 32, Hi-Mod, or Sikadw 31, Hi-Mod Gel as applicable; Burke
- Company 881 LPL Epoxy; or equal. Nonepoxy bonding compounds shall be used for dry areas and
- shall be Bwke Company, Acrylic Bondcrete; Imperial Chemical Industrial, hc., Thoro Systern
I Products, Acryl 60; Thorobond; or equal. Bonding compounds shall be applied in accordance with
the manufacturer's instructions.
I 2.06 RETARDANT
I Retardant for exposing aggregates for nonformed surfaces in constructionjoints shall be
I Sika Rugasol-S, Hom Aggretex-H, Burke Company True Etch Surface Retarder, or equal.
I a minimum penetration of l/8 inch.
I 2.07 CURINGAND SEALINGCOMPOUNDS
I Curing and sealing compound shall be Master Builders, Masterseal; A. C. Hom Inc., Hom
Clearseal EMl80; Burke Company Spartan-Cote WB Cure Seal Hardner; or equal; conforming to
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ASTM C309. Curing compounds shall be clear and shall be applied in accordance with the
manufacturer's instructions, except as otherwise specified.
2.08 PRODUCTDATA
The following informafion shall be provided in accordance with Section 01300.
A. MANUFACTURER'SDATA:
Copies of manufacturer's data shall be provided for the following:
l. Waterstops
2. Retardants
3. Curing compounds
4. Bonding compounds
5. Admixtures
B. TESTREPORTS:
Three copies ofreports from the concrete supplier shall be provided certiffing that all
concrete materials comply with the specifications and all test requirements.
C. READY-MXEDCONCRETETRUCKDELIVERYTICKETS:
Each load of ready-mixed concrete delivered to the job site shall be accompanied by a
delivery ticket showing the information listed in ASTM C94, Section 16.
PART3--DGCUTION
3.OI GENERAL
Construction ofcast-in-place concrete shall be in accordance with the pertinent
recommendations contained in ACI Manual of Concrete Practice of 300 Group.
3.02 CONCRETE
Concrete shall be truck-mixed, ready-mixed concrete conforming to the applicable portions
of ASTM C94. Materials shall be proportioned by weighing. The Contractor shall be responsible
for producing concrete ofthe specified characteristics.
Concrete shall be delivered to the site of work, and discharge shall be completed within
l-1l2 hours after introduction of the water to the mixture.
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3.03 CONVEYING AND PLACING CONCRETE
A. CONVEYINGCONCRETE:
I Concrete shall be conveyed from the mixer to the forms in accordance with ACI 301,
I Chapter 8. Concrete which has segregated in conveying shall be removed from the site of the work.
I B. PLACINGCONCRETE:t
1. GENERAL: ConcreteshallbeplacedinaccordancewithACl30l,
I Chapter 8, and ACI 304, Chapter 6. Pumped concrete shall be the class and consistency specified inI paragraph 03300-2.02.
I 2. PLACINGCoNCRETEINHOTWEATHER: Inhotweather(abovet 85 degrees F), concrete shall be placed in accordance with ACI 305R'
I 3. PLACINGCONCRETEINCOLDWEATIIER: Incoldweather(belowr 45 degrees F), concrete shall be placed in accordance with ACI 306R.
I 3.04 coNCRETEFoRMWoRKI
Formwork shall be installed in accordance with ACI 347.
- 3.05 CT]RINGAND SEALING
I A. GENERAL:
r Concrete curing shall be completed by water curing or by using a clear membrane curing
I compound orby a combination of both methods. Repain or treaftnent of concrete surfaces shall be
coordinated so that intemrption of the cwing will not be necessary.
t Concrete surface temperature shall be maintained between 50 degrees F and 80 degrees F
for at least 5 days. Curing concrete in hot weather (above 85 degrees F) shall be in accordance with
r ACI 305 R. Curing concrete in cold weather (below 45 degrees F) strall be in accordance with ACI
t 306 R.
I B. WATERCURING:
I
When water curing is used, concrete shall be kept wet continuously for a minimum of
I l0 days after placement. Absorptive mats or fabric may be used to retain moisture during the cwing
I Period'
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C. CURINGCOMPOUND:
When curing compound is used, it shall be applied as soon as the concrete has set
sufficiently so as not to be marred by the application or immediately following form removal for
vertical and other formed surfaces. Preparation ofsurfaces, quantities used, application procedures,
and installation precautions shall be followed in strict compliance with the manufacturer's
instructions.
Curing compound shall not be used on concrete surfaces to be coated, waterproofed, or I
moistureproofed.
3.06 PROTECTION I
Concrete shall be protected from injurious action by sun, rain, flowrng water, frosl and Imechanical iniurv.
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Consffuctionjoints shall be located and formed as specified. A rough surface of exposed
concrete aggregates shall be produced using a surface retardant at construction joints. The limit of
the heated surfaces shall be 1 inch away from the joint edges. Within 24 hours after placing,
retarded surface mortar shall be removed either by high pressure water jetting or stiffbrushing or
combination ofboth so as to expose coarse aggregates. A rough surface ofexposed aggre9atemay
also be produced by sandblasting followed by high pressure waterjetting. Sandblasting, ifused,
shall remove l/8 inch oflaitance film and shall expose coarse aggregate to insure adequate bond.
Reinforcing steel and welded wire fabric shall be continued across conskuction joints.
Waterstops shall be provided in construction joints at locations as specified.
3.08 INSERTS AND EMBEDMENTS
A.INSERTS:
Where pipes, castings or conduits are to pass through structures, the Contractor shall place
such pipes or castings in the forms before placing the concrete, or he may provide openings in the
concrete for subsequent insertion ofsuch pipes, castings or conduits. Such openings shall be
provided with waterstops and V-shaped construction joint as shown and shall have a slight flare to
facilitate grouting and permit the escape of entrained air during grouting.
Additional reinforcement shall be provided around large openings as shown. The grout
shall be nonshrink grout as specified in Section 03600.
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B.EMBEDMENTS:
Gate frames, gate thimbles, special castings, charmels or other miscellaneous metal parts
that are to be embedded in the concrete shall be set and secured in the forms prior to concrete place-
ment. Unless otherwise specified, anchor bolts and inserts shall be embedded in concrete as shown.
The Contractor shall provide inserts, anchors or other bolts necessary for the attachment of piping,
valves, metal parts and equipment. Operators or sleeves for gate or valve stems shall be positioned
to clear reinforcing steel, conduit and other embedments, and to align accurately with equipment.
3.09 E)(PANSIONJOINTS
Expansion joints shall be as specified. Reinforcement or other ernbedded metal itsms
bonded to the concrete shall not extend through expansion joints. Waterstops shall be provided in
expansionjoints as specified in paragraph 03300-3.10.
3.10 WATERSTOPS
Waterstops shall conform to ACI 301, paragraph 6.3 and shall be provided at the specified
locations. Waterstops shall be securely held in position during placing of concrete. If, after placing
concrete, waterstops are materially out of position or shape, the surrounding concrete shall be
removed, the waterstop reset, and concrete replaced in accordance with paragraph 03300-3.11.
Field splices shall be heat fused welded butt splices only and shall be acceptable only in
straight sections. Lapping of splices or joining by any means other than heat fused welding shall not
be allowed. Crosses, tees, and other shapes used for changes ofdirection, intersections, and
fiansitions shall be factory fabricated.
3.II MODIFICATIONOF EXSTING CONCRETE
Existing concrete shall be removed and the remaining surfaces resurfaced as specified. The
remaining concrete shall be protected from damage. Clean lines shall be made by sawing through
the existing concrete. The concrete may be broken out after inifial saw cuts in the event thickness
prevents cutting through. Where it is not possible to use a saw, the initial cuts shall be made with
chipping hammers. These cuts shall be sufficient to prevent damage to the remaining concrete. In
gsneral, an opening in existing concrete shall be oversized 1 inch on all sides and built back to the
correct dimension with an epoxy grout. Where oversized opanings carmot be made, the concrete
shall be cut to the correct dimension, with the exposed reinforcing cut back an additional I inch and
the resulting hole filled with epoxy grout. Cut orbroken concrete surfaces shall be resurfaced with
an epoxy grout. Concrete surfaces to be coated shall be dry. Where new concrete adjoins existing
concrete surfaces or surfaces which have been cut, such surfaces shall be cleaned by sandblasting to
remove laitance, loose coatings and foreign materials, and coated with the bonding compound just
prior to the placement of the new concrete. Bonding compounds shall be as specified in paragraph
03300-2.05. Unless otherwise specifid continuity of reinforcing steel shall be obtained across the
joint either by exposing existing bars to provide sufficient laps with new bars or by welding existing
bars with new bars. Dowels shall be drilled and set with epoxy grout into existing concrete.
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3.12 FORMED SURFACEFINISHES
REPAIR OF SI.]RFACE DEFECTS:
Surface defects, including tie holes, minor honeycombing or otherwise defective concrete
shall be repaired in accordance with ACI 301, Chapter 9. Areas to be patched shall be cleaned.
Patches on exposed surfaces shall be finished to match the adjoining surfaces after they have set.
Patches shall be cured as soecified for the concrete.
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1. FINISH A: Finish A shall be a grout clean finish in accordance with
ACI 30l,Section10.3.2. Surfacesshallbelightlysandblastedpriortosacking. Forinteriorareas
not exposed to moisture or weather, water used in the mortar shall be mixed with a PVA bonding
compound as recommended by the manufacturer. Unless otherwise specified, Finish A shall be
provided for all surfaces exposed to view, both painted and unpainted.
2. FINISH B: Finish B shall be the same as Finish A, except that the final
burlap rubbing may be omitted, providing the steel kowel scraping removes the loose buildup from
the surface. Finish B shall be provided for waterproof and moistureproof coated surfaces.
3. FINISH C: Finish C shall be a finish which has surface imperfections less
than 3/8 inch in any dimension. Surface imperfections greater than 3/8 inch shall be repaired or
removed and the affected areas neatly patched. Finish C or smoother shall be provided for interior
surfaces of tanks and channels from I foot below minimum water surfaces and down and otherwise
unfi nished interior surfaces.
4. FINISH D: Unless otherwise specified, Finish D shall be the finish for
surfaces not exposed to view in the finish work or by other construction, which may be left as they
come from the forms, except that tie holes shall be plugged and defects greater than l/2 inch in any
dimension shall be repaired.
3.13 SLAB FIMS}IES
A. GENERAL:
Where finish is not specified, floor slabs shall receive steel troweling. Dry cement shall not
be used on new concrete swfaces to absorb excess moisture. Edges shall be rounded to a radius
of l/2 inch. Joints shall be grooved to a radius and depth of l/4 inch each.
B. FLOATFIMSH:
Float finish shall conform to ACI 301, Section 11.7.2. Ploating shall be performed with a
hand or power-driven float. Floating of any one area shall be the minimum necessary to produce
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the finish specified. Floating shall compact and smooth the surface and close any cracks and
checking of surfaces. Float finish shall be applied to surfaces of channel and tank bottom slabs and
to footings.
C. STEEL TROWEL FIMSH:
Steel trowel finish shall conform to ACI 301, Section I1.7.3. Immediately after final
troweling, tle surface shall be cured and protected as specified in paragraphs 03300-3.05 and
03300-3.06. Steel howel finish shall be provided on floors unless specified otherwise.
D. BROOMEDFIMSH:
Broomed finish shall conform to ACI 301, Section 11.7.4. Broomed finish shall be
provided for walks, tops of walls, slabs on grade exposed to atrnosphere, and where otherwise
specified.
3.14 FIELD SAMPLING AND TESTING OF CONCRETE
A. GENERAL:
Field sampling and testing shall be performed by the independent testing laboratory
specified in paragraph 03300-1.02 A. Samples of concrete shall be taken at random locations and at
such times to represent the quality of the materials and work throughout the project. The laboratory
shall provide the necessary labor, materials and facilities for sampling, casting, handling and storing
the concrete samples at the site of work. The minimum number of samples and tests are specified in
paragraph 03300-3. I 4 C.
B. SAMPLING:
Concrete shall be sampled as follows and tested in accordance with paragraph 03300-
3.14 C. Samples of plastic concrete shall be obtained in accordance with ASTM CI72. Samples
for pumped concrete shall be taken at the hose discharge point. Samples for other concrete shall be
taken at the hopper of hansit mix truck.
C. TESTING:
1. STRENGTH TESTS: The strengths specified for the design mix shall be
verified by the testing laboratory during placement of the concrete. Verification shall be
accomplished by testing standard cylinders of concrete samples taken at the job site.
Standard cylinders shall represent the concrete placed in the forms. One set of three
standard cylinders shall be cast for each 50 cubic yards, or fraction thereol for concrete placed in
structures, building slabs and footings, but at least three cylinders shall be taken from any one batch.
Casting, handling and curing of cylinders shal1 be in accordance with ASTM C3 I . Additional
clinders shall be provided when an error in batching is suspected. For the ftst?l hours after
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casting, the cylinders shall be kept moist in a storage box constructed and located so that its interior
air temperature will be between 60 and 80 degrees F. At the end of 24 hours, the cylinders shall be
transported to the testing laboratory.
Testing of specimens for compressive strength shall be in accordance with ASTM C39.
Tests shall be made at 7 and28 days from time of castiag. One test cylinder from each group of
three shall be tested at the end of7 days, and two shall be tested at the end of28 days. Each
strength test result shall be the average ofthe strengths oftwo test cylinders at 28 days, except that if
one cylinder in a set of two shows evidence of low shength due to improper sampling, casting,
handling or curing, the result of the remaining one cylinder shall be used.
The average ofany three consecutive 28-day strength test results ofthe cylinders
representing each class ofconcrete shall be equal to or greater than the specified strength and not
more than l0 percent of the strength test results shall have values less than the specified 28-day
strength for the total job concrete. No individual shength test results shall be less than the specified
strength by more than 500 pounds per square inch.
Certified reports of the test results shall be provided directly to the Construction Manager.
Test reports shall include sufficient information to identify the mix used, the siationing or location
of the concrete placement, and the quantity placed. Siump and ambient temperature shall be noted.
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concrete required for any portion of the work, adjustrnent in the proportions, water content, or both,
shall be made as necessary at the Contractor's expense. Changes and adjustrnents shall be reported
in writing to the Construction Manager.
If compressive test results indicate concrete in place may not meet structural requirements,
tests shall be made to determine if the structure or portion thereof is struchrally sound. Tests may
include, but not be limited to, cores in accordance with ASTM C42 ard any other analyses or load
tests acceptable to the Construction Manager. Costs of such tests shall be borne by the Conhactor.
2. TESTS FOR CONSISTENCY OF CONCRETE: The slump shall be as
specified when measured in accordance with ASTM C143. Samples for slump determination shall
be taken from the concrete during placing. Slump tests shall be performed whenever standard
cylinders are cast.
D. FINALLABORATORYREPORT:
A final report, prepared by the testing laboratory, shall be provided at the completion of all
concreting. This report shall summarize the findings concerning concrete used in the project and
provide totals ofconcrete used by class and structure.
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3.15 CLEANUP
I Upon completion of the work and prior to final inspection, the Contractor shall clean all
concrete surfaces, except outside sidewalks or paved areas and those having curing and sealing
I compound.
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SECTION 03600
GROUT
PART I--GENERAL
1.OI DESCRIPTION
This section specifies grout for uses other than masonry. Masonry grout is specified in
Section 04200.
I.O2 QUALITYASSURANCE
A. QUAUTYCONTROLBYCONTRACTOR:
To demonstrate conformance with the specified requirements for grout, the Contractor shall
provide the services of an independent testing laboratory which complies with the requirements of
ASTM E329. Thetesting laboratory shall sample and test grout materials as required in this
section. Costs of testing laboratory services shall be bome by the Contractor.
B. REFERENCES:
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing organization,
references to those documents shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacement documents, the last version of the document
before it was discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued or replaced.
Reference
ASTM C33
ASTM C4O
ASTMC8S
Concrete Aggregates
Organic Impurities in Fine Aggregates for Concrete
Soundness ofAggregates by Use ofSodium Sulfate or
ium Sulfate
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Reference
ASTMCIlT
ASTM C136 REV A
ASTM C15O
ASTM C289
ASTM C494
ASTM C881
ASTM D2419
ASTM E329 REV C
CRD-C62I
Material Finer Than 75 pm (No. 200) Sieve in Mineral
Aggregates by Washing
Sieve Analysis of Fine and Coarse Aggregates
Portland Cement
Potential Reactivity of Aggegates (Chemical Method)
Chemical Admixtures for Concrete
Epoxy-Resin-Base Bonding Systerns for Concrete
Standard Test Method for Sand Equivalent Value of Soils
and Fine Aggregate
Inspection and Testing Agencies for Concrete, Steel, and
Bituminous Materials as Used in Construction
ification for Nonshrink Grout
PART2--PRODUCTS
2.OI MATERIALS
A. CEMENT:
Portland cement shall be ASTM CI50, Type II or Type V, low alkali, containing less than
0.60 percent alkalies.
B. AGGREGATE:
1. GENERAL: Aggregate shall be nonreactive and shall be washed before use.
When sources of aggregate are changed, test reports shall be provided for the new material.
The tests specified shall be performed prior to commencing grout work.
2. FINE AGGREGATE: Fine aggregate shall be hard, dense, durable particles
of either sand or crushed stone regularly graded from coarse to fine and shall conform to ASTM
C33 as modified herein. When tested in accordance with ASTM C136, gradation shall be such that
100 percent by weight will pass a standard No. 8 mesh sieve and no less than 45 percent by weight
will pass a standard No. 40 mesh sieve.
Variation from the specified gradations in individual tests will be acceptable if the average
of three consecutive tests is within the specified limits and the variation is within the permissible
variation listed below :
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Other tests shall be in accordance with the following specifications:
Test Requirements
Color lighter than standard
3% maximumbyweight
l0% maximum loss with sodium
sulfate
Innocuous aggregate
Sand Equivalent
C. ADMIXTURES:
l. GENERAL: Admixtures shall be compatible with the grout. Calcium
chloride or admixtures containing calcium chloride are not acceptable. Admixtures shall be used in
accordance with the manufacturer's recommendations and shall be added separately to the grout
mix.
2. WATER REDUCING RETARDER: Water reducing retarder shall be
ASTM C494Type D and shall be Master Builders Pozzolith 300-R, Sika Corporation Plastiment, or
equal.
3. LUBRICANT FOR CEMENT PRESSURE GROUTING: Lubricant
additive for cement pressure grouting shall be Intrusion Prepakt Intrusion Aid, Sika Intraplast N, or
equal.
D. WATER:
Water for washing aggregate, for mixing and for curing shall be free from oil and
deleterious amounts of acids, alkalies, and organic materials; shall not contain more than 1000 mg/l
of chlorides as Cl, nor more than 1300 mgll of sulfates as SO+; and shall not contain an amount of
impurities that may cause a change of more than 25 percent in the setting time of the cement nor a
reduction of more than 5 percent in the compressive shength ofthe grout at 14 days when compared
with the result obtained with distilled water. Additionally, water used for curing shall not contain an
amount of impurities sufficient to discolor the grout.
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Amount of Material Passing
No.200 Sieve
Soundness
Permissible variation in
ASTMC4O
ASTM.CIl7
ASTM C88
ASTM C289
ASTMD24I9
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2.02 GROUT
DRYPACKGROUT:
Drypack grout shall be a mixture of approximately one part cement, l-l/2to 2 parts sand,
water reducing retarder, and sufficient water to make a stiff workable mix.
B. CEMENTGROUT:
Cement grout shall be a mixture of one part cement, two parts sand, proportioned by
volume, admixtures for pressure grouting, and suffrcient water to form a workable mix.
C. NONSHRINKGROUT:
Nonshrink grout is available with both metallic and nonmetallic aggreg te. Metallic
aggregate grout shall be Master Builders Embeco 636, Burke Company Metallic Spec Grout,
Sonnoborn Ferrolith G Redimix, or equal. Nonmetallic aggregate grout shall be Five Star Products,
Inc. Five Star Grout, Master Builders Masterllow 713, Burke Company Non-Ferrous, Non-Shrink
Grout, or equal.
D. EPOXYGROUTFORCRACKREPAIRANDDOWELANCHORAGE:
Except as noted below, epoxy grout shall be a high modulus, two-component, moisture
insensitive, 100 percent solids, thermosetting modified polyamid epoxy compound. The
consistency shall be a paste form capable ofnot sagging in horizontal or overhead anchoring
configurations. Material shall conform to ASTM C881, Type 1, Grade 3, such as Adhesive
Engineering Concresive 1440 series, Sika Corporation Sikadur Hi-Mod Series, Adhesive
Technology Corporation Solidbond 200, or equal, and shall have a heat deflection temperature in
excess of 130 degrees F.
Epoxy for pressure grouting/crack injection shall be a two-componott, moisture insensitive,
high modulus, injection grade, 100 percent solids, blend ofepoxy-resin compounds. The consis-
tency shall be as required to achieve complete penehation in hairline cracks and larger. Material
shall conform to ASTM C881, Type 1, Grade 1, such as Sika Corporation Sika&r 52, Adhesive
Engineering Company SCB products, Adhesive Technolory Corporation SLV 300 series, or equal.
E. POLYMERCONCRETE(FORRESLIRFACINGORPATCHING):
Pollrner concrete (for resurfacing or patching) shall consist ofa liquid binder and dry
aggregate mixed together to make a mortar or grout of a consistency as required for the application.
The liquid binder shall be a phemical and oil resistant, stress relieved, low modulus, moisture
insensitive, two-component epoxy-resin compound. The consistency shall be similar to lightweight
oi1 for proper mixing with aggregate. Material shall conform to ASTM C881, Type 3, Grade 1,
such as Sika Corporation Sikadw Lo-Mod series, Adhesive Engineering Concresive 1470,
Adhesive Technologl Corporation 400 series, or equal.
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I The aggregate shall be oven dry in sealed packages until time of mixing, and shall be of size
I and consistency compatible with recommendations of manufacturer of liquid binder for intended
application.
T F. ADHESIVECAPSULESFORDOWELANCHORAGE:
I Adhesive resin capsules shall consist ofsealed glass capsules containing premeasured
I amounts ofapolyester or vinylester resin, quartz sand aggregate and a hardener contained in a
separate vial within the capsule. Adhesive capsules shall be Hilti IIVA Capsules, Molly Parabond
I Capsules, or equal.I
2.03 PRESSURE GROUTINGEQLIIPMENT
r Pressure grouting equipment shall include a mixer and holdover agitator tanks and shall be
designed to place grout at pressures up to 50 psi. Gages shall be provided to indicate pressure used.
I The mixer shall be provided with a meter capable of indicating to one-tenth of a cubic foot the
' volume of prout used.
I 2.04 ,*oor.r", DArA
The following information shall be provided in accordance with Section 01300.Ir A. MANUFACTURER'SDATA:
I Manufacturer's data shall be provided for the following:
1. Bonding compoundsr ? il:::fsfl:*
4. Retardants
I 5. Epoxygrout
6. Polymer concrete
-I B. LABORATORYTESTREPORTS:
I Test reports on previously tested materials shall be accompanied by the manufacturer's
I statement that the previously tested material is the same type, quality, manufacture, and make as that
proposed for use in this project. Test reports are required for the following:
I l. Cement
2. Aggregates
I 3- Retardants
t 4. Bonding comPounds
5. Epoxy resin
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C. EVIDENCE OF TESTING LABORATORY COMPETENCE:
The Contractor shall require that the laboratory provide directly to the Construction
Manager evidence of the most recent inspection of its facilities by the Cement and Concrete
Reference Laboratory of the National Bureau of Standmds. The evidences shall show that
deficiencies mentioned in the report ofthat inspection have been corrected. The evidence of
inspection shall be provided prior to delivery of materials to the job site.
PART3--DGCUTION
3.01 GENERAL
Bonding compound for use with grout is specified in Section 03300. Primer, if required for
polymer concrete, shall be provided per manufacfurer's recommendation.
3,02 DRYPACKGROUT
Drypack grout shall be used for built-up surfaces, setting miscellaneous metal items and
minor repairs.
Surfaces required to be built up with drypack grout shall be roughened by brushing, cleaned,
and coated with the bonding compound specified in paragraph 03300-2.05 before the application of
the grout. The drypack grout shall be applied immediately following the application of the bonding
compound in bands or strips to form a covering of the required thickness. The covering shall be
smooth. Construction joints in the grout shall be sloped and shall be cleaned and wetted before
application is resumed.
Drypack grout shall be cured in accordance with Section 03300.
Grout shall not be placed during freezing weather unless adequate protection is provided.
3.03 CEMENTGROUT
Cement grout shall be used for filling nonbearing portions of equipment pads and pressure
grouting.
Except for the specialized equipment for pressure grouting, mixing and placing apparatus
shall be similar to that normally used for cast-in-place concret€. Grout shall be mixed for a period
of at least 1 minute. Diluted grout shall be agitated to keep ingredients mixed.
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3.04 NONSHRINKGROUT
Nonshrink, nonmetallic aggregate grout shall be used for the bearing surfaces of machinery
and equipment bases, column base plates and bearing plates. Nonshrink metallic aggregate grout
shall be used for setting anchor bolts and grouting reinforcing steel holes. Grout shall meet the
requirements of CRD-C621 and shall be placed in accordance with manufacturer's instructions.
Holes required for grouting shall be blown clean with compressed air and left free of dust or
standing water. Horizontal holes for grouting shall be drilled at a slight downward angle to facilitate
holding the grout until setting is complete. Bolts or reinforcing steel installed in horizontal grout
holes shall be bent slightly accordingly.
3.05
.
EPOXY GROUT
Epoxy grout shall be used for repairing cracks by pressure grouting or gravity flow,
repairing structural concrete, and may be used for setting reinforcing dowels or anchor bolts into
holes for grouting. Concrete shall be primed in accordance with the grout manufacturer's
instructions.
Use ofepoxy grout for anchorage ofbolts or reinforcing dowels shall be subject to the
following conditions:
l. Use shall be limited to locations where exposure, on an intemittent or
continuous basis, to acid concentrations higher than 10 percent to chlorine
gas, or to machine or diesel oils, is extemely unlikely.
2. Use shall be limited to applications where exposure to fire or exposure to
concrete or rod temperature above the product's heat deflection temperature
or 120 degrees F (whichever is less) is exhemely unlikely. Overhead
applications (such as pipe supports) because of the above concems, shall be
disallowed.
3. Approval from Construction Manager for specific application and from
supplier of equipment to be anchored, if applicable.
4. Anchor diameter and grade of steel shall be per contract documents or per
equipment supplier specifications. Anchor shall be threaded or deformed
fuIl length of embedment and shall be free of rust, scale, grease, and oils.
5. Embedment depth and hole diameter shall be as specified.
6. Holes shall have rough surfaces, such as can be achieved using a rotary
percussion drill.
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7. Holes shall be blown clean with compressed air and be free of dust or
standing water prior to application of grout.
8. Anchor shall be left undisturbed and unloaded for firll curing period.
9. Anchors shall not be placed in concrete below 25 degrees F.
3.06 ADI{ESIVECAPSULES
Adhesive resin capsules may be used for setting and anchoring reinforcing dowels or anchor
bolts into predrilled holes in concrete. Use ofthe adhesive resin capsules for anchorage of
reinforcing dowels or bolts shall be as specified in paragraph 05501-3.03.
3,07 PRESSUREGROUTING
Prior to grouting, systems and holes to be grouted shall be washed clean. Washing is not
required for grouting soil voids outside pipe cylinders or casing pipes. Grouting, once commenced,
shall be completed without stoppage. In case ofbreakdown of equipment, the Contractor shall wash
out the grouting system sufliciently to ensure fresh grout and adequate bond and penehation will
occur upon restarting the grouting operation. Grout pressure shall be maintained until grout has set.
**END OF SECTION'**
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Section No.
05100
05501
05505
05530
Division 5
Structural Metals
Title
Structural Metals
Anchor Bolts
Miscellaneous Metals
Grating
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SECTION 051OO
STRUCT{-]RALMETALS
PART I--GENERAL
1.01 DESCRIPTION
This section specifies structural metals consisting ofstandard shapes, fasteners, rods and
plates that are used in structural supports and connections.
t.o2 QUALTTYASSTTRANCE
A. GENERAL:
Structural assemblies and shop and field welding shall meet the requirements of the AISC
Manual of Steel Construction.
The use of salvaged, reprocessed or scrap materials shall not be permitted.
B. REFERENCES:
This section contains references to the following documents. They are a part ofthis section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as if referenced directly. In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing organization,
references to those documentS shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacement documents, the last version of the document
before it was discontinued. Where document dates are grven in the following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued or replaced.
Reference itle
AISC Manual of Steel
Construction
ASTMA36/A36M
ASTMA53
American Institute of Steel Construction, Manual of Steel
Construction, Allowable Stress Design - 9th Edition
Sfructural Steel
Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded
and Seamless
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Reference
ASTM A28314283M
ASTMA3OT
ASTM A32OIA32OM
ASTMA5OO
ASTMA666
ASTM B3O8
Low and Intermediate Tensile Sheneth Carbon Steel
Plates, Shapes and Bars
Carbon Steel Extemally Threaded Standard Fasteners
Alloy-Steel Bolting Materials for Low Temperature
Service
Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes
Austenitic Stainless Steel, Sheet, Strip, Plate and Flat Bar
for Shuctural Applications
ASTMA36
ASTM A53, Grade B
ASTM .4'500, Grade B
ASTM ,4'36 or4283
ASTM A666, Grade A, Type 304
ASTM A320, Type 304
ASTM A307. Grade A
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Alutrriniim-
Extruded
AWS-DI.1 Structural Weldine Code-Steel
PART2--PRODUCTS
2.OI MATERIALS
A. STEEL:
Materials for struchrral metals shall be as specified in Table A.
Table A, Steel Materials
Standard rolled steel sections
Pipe columns
Structural steel tubing
Stnrctural bars, plates and similar items
Stainless steel
Stainless steel bolts, nuts and washers
Steel bolts
B. ALIJMINUM:
Unless otherwise specified, aluminum shall be extruded from 6061-T6 or 6063-T6 alloy,
conforming to ASTM 8308.
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Fabrication shall be in accordance with the AISC Manual of Steel Construction.
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- PART3--EXECUTION
I 3.01 INSTALLATION
I A. GENERAL:I
Measurements shall be verified at the job.
- Holes shall be punched l/16 inch larger than the nominal size of the bolts, unless otherwise
,- specified. Whenever needed, because of the thickness of the metal, holes shall be subpunched and
I reamed or drilled. No drifting of bolts nor enlargement of holes will be allowed to correct
' misalignment. Mismatched holes shall be corrected with new material'
I Dissimilar metals shall be protected from galvanic corrosion by means ofpressure tapes,r coatings or isolators. Aluminum in contact with concrete or grout shall be protectd with a heavy
coat of bituminous Paint.
Ir Metalwork to be embedded in concrete shatl be as specified in Secfion 03300. Metalwork
- shall be placed accurately and held in conect position while the concrete is placed or, ifspecified,
I recesses or blockouts shall be formed in the concrete after desigrr strength is attaine4 and the
- metalwork shall be grouted in place in accordance with Section 03300. The surfaces of metalwork
t in contact with or embedded in concrete shall be thoroughly cleaned.
t Structural steel completely encased in concrete shall not be galvanized orpainted and shall
- have a clean surface for bonding to concrete. Metalwork which is bent, broken or otherwise
I damaged shall be repaired or replaced by the Conkactor.
I B. WELDING:
' Welding shall be done by operators who have been qualified by tests as prescribed by
I AWS WI Sect. 7 to perform the type of work required. The quality of welding shall conform to
I AWS Code for Arc Welding in Building Construction Section 4, Workrnanship.
I Unless otherwise specified, continuous welds shall be provided on all structural members
t that are exposed to weather or submerged in water or wastewater, and continuous seal welds shall
be provided on both sides of all plates or structural shapes that are in contact with or submerged in
I water or wastewater.
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C. BOLTEDCONNECTIONS:
Bolted cormections shall conform to AISC Framed Beam Connections and shall be bemins
tlpe cormections with threads excluded from shear planes.
3.02 CORROSIONPROTECTION
Unless otherwise specified, all structural metal and stuctural steel, including that used in the
fabrication ofprocess equipment, shall be coated in accordance with Section 09900. Surface
preparation shall be as specified in paragraph 09900-3.02 and applicable COATSPECS and shall
include the following operations:
1 . Grind the exterior and interior edges of all flame-cut plates or members to a
smooth surface.
2. Grind all sharp edges offofthe sheared plates and punched holes.
3. Grind rmeven or rough welds with high beads to a smooth finish.
Application requirements shall be as specified in paragraph 09900-3.03 and applicable
COATSPECS.
3.03 CLEANING
After installation, damaged surfaces of shop primed metals shall be cleaned and touched up
with the same material used for the shop coat. Damaged surfaces of galvanized metals shall be
repaired as specified in Section 05910.
**END OF SECTION**
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SECTION O55OI
ANCHORBOLTS
PART I--GENERAI
I.OI DESCRIPTION
This section specifies anchorbolts complete with washers and nuts. Unless otherwise
specified, anchor bolts shall be hot-dip galvanze'd or type 304 stainless steel.
I.O2 REFERENCES
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing orgarization,
references to those documents shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacement documents, the last version of the document
before it was discontinued. Where document dates are given in the following listing references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued or replaced.
Reference
Minimum Design Loads for Buildings and Other Structures
Structural Steel
Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength
Alloy-Steel Bolting Materials for Low Temperature Service
Uniform
PART2--PRODUCTS
2.OI GENERAL
Anchor bolt holes in equipment support frames shall not exceed the bolt diameters by more
than11 percent, up to a limiting maximum oversizing of 1/4 inch. Unless otherwise specified
ANSI A58.1
ASTMA36/A36M
ASTMA3OT
ASTMA32O/A32OM
UBC
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minimum anchor bolt diameter shall be l/2 nch. Anchor bolts for equipment mounting and
vibration isolation systems shall be provided as specified in Sections 11002 and 11021, respectively.
Tapered washers shall be provided where mating surface is not square with the nut.
Expansion, wedge, or adhesive anchors set in holes drilled in the concrete after the concrete
is placed will not be permitted in substitution for anchor bolts except where otherwise specified.
Upset threads shall not be acceptable.
2.02 MATERIALS
Anchor bolt materials shall be as specified in Table A.
Table A, Anchor Bolt Materials
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ISteel bolts
Fabricated steel bolts
Expansion anchors
Wedge anchors
Adhesive anchors
ASTMA307, Grade A
ASTM436
HILTI-BOLT, McCulloch Industries, or equal
ITT, Phillips Drill Co., or equal.
HILTI-HVA, PARABOND Capsule, or equal
" Use Type 316 where specified.
2.03 DESIGN
Anchor bolts for equipment frames and foundations shall be designed in accordance with
the Uniform Building Code for seismic zone l.
2.04 PRODUCTDATA
The following information shall be provided in accordance with Section 01300 for all bolt
systems not cast-in-place:
1. Data indicating load capacities.
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Temperature limitations.
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5. Evaluation report for expansion and wedge type anchors as specified in
paragraph 05501-3.04.
PART 3--EXECUTION
3.OI GENERAL
Fieldwork, including cutting and threading, shall not be permitted on galvanized items.
Dissimilar metals shall be protected from galvanic conosion by means ofpressure tapes, coatings or
isolators. Grouting of anchor bolts with nonshrink or epoxy grouts, where specified, shall be in
accordance with Section 03600.
3.O2 CAST-IN.PLACEANCHORBOLTS
Anchor bolts to be embedded in concrete shall be placed accurately and held in correct
position while the concrete is placed or, if specified, recesses or blockouts shall be formed in the
concrete and the metalwork shall be grouted in place in accordance with Section 03300. The
surfaces of metalwork in contact with concrete shall be thoroughly cleaned.
After anchor bolts have been embedded, their threads shall be protected by grease and the
nuts run on.
3.03 ADHESI\IEANCHORBOLTS
Use of adhesive or capsule anchors shall be subject to the following conditions:
l. Use shall be limited to locations where exposure, on an intermittent or
continuous basis, to acid concentrations higher than 10 percent to chlorine
gas, or to machine or diesel oils, is extremely unlikely.
2- Use shall be limited to applications where exposure to fire or exposure to
concrete or rod temperature above 120 degrees F is extremely unlikely.
Overhead applications (such as pipe supports) because ofthe above
concems, shall be disallowed.
3. Approval from Construction Manager for specific applicafion and from
supplier of equipment to be anchored, if applicable.
4. Anchor diameter and grade of steel shall be per contract documents or per
equipment supplier specifications. Anchor shall be threaded or deformed
firll length of embedment and shall be free of rust, scale, grease, and oils.
5. Embedment depth shall be as specified. Adhesive capsules ofdifferent
diameters may be used to obtain proper volume for the embedment, but no
more than two capsules per anchor may be used. When installing different
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8.
diameter capsules in the same hole, the larger diameter capsule shall be
installed first. Any extension or protrusion of the capsule from the hole is
prohibited.
All installation recommendations by the anchor system manufacturer shall
be followed carefully, including maximum hole diameter.
Holes shall have rough surfaces, such as can be achieved using a rotary
percussion drill.
Holes shall be blown clean with compressed air and be free of dust or
standing water prior to installation.
Anchor shall be left undisturbed and unloaded for fu1l adhesive curing
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10. Concrete temperature (not air temperature) shall be compatible with curing
requirements of adhesives per adhesive manufacturer. Anchors shall not be
placed in concrete below 25 degrees F.
3.04 E)GANSIONANCHORS
Use of expansion or wedge type anchors shall be subject to conditions 2, 3, 4, 6, 7 , and 8
specified in paragraph 05501-3.03.
The Contractor shall supply the Construction Manager with the current evaluation report
from the International Conference of Building Officials for the particular brand of expansion
anchors to be used.
**END OF SECTION**
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SECTION 05505
MSCELLANEOUS METALWORK
PART I--GENERAI
1.01 DESCRIPTION
This section specifies miscellaneous metalworlg which consists of custom fabricated steel
metalwork other than structural metalwork.
I.O2 QUALITYASSURANCE
A. GENERAL:
Shop and field welding shall conform to the requirements of the AISC Manual of Steel
Construction.
The use of salvaged, reprocessed or scrap materials will not be permitted.
B. REFERENCES:
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by tlte issuing organization,
references to lhose documents shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacement documents, the last version of the document
before it was discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued or replaced.
Reference
American Institute of Steel ConstructiorL Manual of Steel
Construction, Allowable Shess Design-9th Edition
Structwal Steel
Gray-kon Castings
Low and Intermediate Tensile Shength Carbon Steel
and Bars
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ASTM A36IA36M
ASTMA4S
ASTM M83/4283M
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ASTMA3OT
ASTM A32O/A32OM
ASTM A5OO
Carbon Steel Extemally Threaded Standard Fasteners
Alloy-Steel Bolting Materials for Low Temperature
Service
Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes
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2.OI MATERIALS
Materials for miscellaneous metalwork are soecified in Table A.
Table A" Materials for Miscellaneous Metalwork
Nonstructural steel bars, angles, clips, and similar
items
kon castings
Structural steel tubing
Steel bolts (except flanges and anchor bolts)
Stainless steel
ASTM A'36 oTASTM A.283
ASTMA48
ASTM .4'500, Grade B
ASTM .4.307, Grade A
2.02
ASTMA32O,
FABRICATION
A. GENERAL:
Holes shall be punched 1/16 inch larger than the nominal size of the bolts, unless otherwise
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Fabrication including cutting, drilling, punching, threading and tapping required for
miscellaneous metal or adjacent work shall be performed prior to hot-dip galvanizing.
B. SEAT ANGLES, SUPPORTS AND BRACKETS:
Seat angles over slide gate guides shall be welded to the guides. Seat angles for grating,
supports for floor plates, clips for precast panels and brackets for piping shall be steel, hot-dip
galvanized after fabrication unless otherwise specified.
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C. POWERDRWENPINS:
Power driven pins may be used in interior locafions of nonprocess areas. Pins shall be heat
treated steel alloy in accordance with AISI 1062 or 4063 and shall be zinc-plated. Pins shall have
capped or threaded heads capable of transmitting the loads the shanks are required to support. Pins
that are connected to steel shall have longitudinal serrations around the circumference ofthe shank.
Complete information describing pin capacities and connections shall be provided to ttre
Construction Manager. Proposed use and locations shall be approved by the Construction Manager
prior to their use.
D. IRON CASTINGS:
Castings shall be as specified on the drawings, Castings weighing less than 100 pounds
shall be hot-dip galvanz.ed after machining. Castings weighing greater than 100 pounds shall be
galvanized where specifi ed.
E. OTHERMISCELLANEOUSSTEELMETALWORK:
Other miscellaneous steel metalwork including embedded and nonembedded steel
metalwork, hangers and inserts shall be as specified on the drawings and shall be hot-dip galvanized
after fabrication.
PART 3--DGCI.]-TION
3.01 INSTALLATION
A. GENERAL:
Fieldwork shall not be permitted on galvanized items. Drilling of bolts or enlargement of
holes to correct misalignment will not be allowed.
Dissimilar metals shall be protected from galvanic corrosion by means of pressure tapes,
coatings or isolators.
Metalwork to be embedded in concrete shall be placed accurately and held in correct
position while the concrete is placed or, if specified, recesses or blockouts shall be formed in the
concrete. The surfaces of metalwork in contact with or embedded in concrete shall be thoroughly
cleaned. If accepted, recesses may be neatly cored in the concrete after it has attained its desigrt
shength and the metalwork grouted in place. Embedments shall be as specified in Section 03300.
B. SEAT ANGLES, SUPPORTS AND GIIIDES:
Seat angles for grating and supports for floor plates shall be set so that they are flush with
the floor and also maintain the grating and floor plates flush with the floor.
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C. POWERDRTVENPINS:
Power driven pins shall be set by a craftsman who is certified by the manufacturer. Pins
shall be driven in one initial movement by an instantaneous force that has been selected to attain the
required penetration. Driven pins shall conform to the following:
Material
penetrated
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Steel
20D
7D
Where D = pin shank diameter.
When required by the Construction Manager, pullout tests shall be carried out by the
Contractor to prove the effectiveness ofthe anchorage and the capacity ofthe pin.
3.02 CLEANING
After installation, damaged surfaces of shop primed metals shall be cleaned and touched up
with the same material used for the shop coat. Damaged surfaces of galvanized metals shall be
repaired as specified in Section 05910.
**END OF SECTION**
center of pin's shank to
edge of penetrated matl.
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GRATING
PART I--GENERAL
1.OI DESCRIPTION
This section specifies floor grating.
I.O2 REFERENCES
This section contains references to the following documents. They are a part of this section
as specifi.ed and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced direcfly, In the event
of conflict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect at
the time of Advertisement for Bids or lnvitation to Bid (or on the effective date of the Agreement if
there were no Bids). If referenced documents have been discontinued by the issuing organization,
references to those documents shall mean the replacement documents issued or otherwise identified
by that organization or, if there are no replacernent documents, the last version of the document
before it was discontinued. Where document dates are given in the following listing, references to
those documents shall mean the specific document version associated with that date, regardless of
whether the document has been superseded by a version with a later date, discontinued orreplaced.
AISC Manual of Steel
Construction
ASCE Joumal Vol. 88-5T6
ASTM A36IA36M
ASTM A56914569M
ASTM B2IO
ASTM8221
American Institute of Steel Construction, Manual of
Steel Construction, Allowable Stress Design-9th Ed.
Suggested Specifications for Structures of
Aluminum Alloys 6061-T6 and 6063-T6
Structural Steel
Steel, Sheet and Strip, Carbon, Hot Rolled,
Commercial Qualtty
Aluminum and Aluminum-Alloy Drawn Searnless
Tubes
Aluminum and Aluminum-Alloy Extruded Bars,
Rods, Wire, Shapes and Tubes
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2.OI MATERIALS
A.ALUMINUM:
Aluminum grating bearing bars shall be of alloy 6061-T6 conforming to ASTM B221.
Aluminum grating cross bars shall be of an alloy conforming to either ASTMB2ZI (extrusions) or
B210 (drawn).
2.02 FABRICATION
A. GENERAL: I
Rough weld beads and sharp metal edges on gratings and plates shall be ground smooth. IWelds exposed to view shall be uniform and neat. Welds to be galvanized shall be sandblasted
prior to galvanizing.
Holes shall be punched l/16 inch larger than the nominal size of the bolts, unless otherwise I
- speeified. Wheneverneeded;bec'ause ofthethicknessofthemetal, holes shallberift'pmc# -
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prior to hot-dip galvanizing.
B. GRATING:
1. GENERAL: Grating shall be as specified. Both bearing bars and cross bars
shall be continuous. Openings shall be banded with bars having the same dimensions as the bearing
bars. Perimeter edges shall be banded with bars flush at the top surface of the grating and l/4 inch
clear of the bottom surface. Bars terminating against edge bars shall be welded to the edge bars
when welded construction is used. When crimped or swaged construction is used, bars at edges
shall protrude a maximum of l/16 inch and shall be peened or ground to a smooth surface. No
single piece of grating shall weigh more than 80 pounds unless specifically detailed otherwise.
2. ALUMINUM GRATING: Unless otherwise specified, gating shall be
fabricated of aluminum. Bearing bars shall be punched to receive the cross bars. After insertion in
the bearing bars, cross bars shall be deformed by a hydraulic press or similar means to permanently
lock the bars into the bearing bar openings. Fabrication methods employing bending or notching of
bearing or cross bars will not be permitted. Aluminum grating shall be Gary Galok, Seidelhuber, or
equal.
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I 3.01 INSTALLATION
-A. GENERAI:
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holes to correct misalignment will not be allowed.II Dissimilar metals shall be protected from galvanic corosion by means of pressure tapes,
coatings or isolators. Aluminum in contact with concrete shall be protected by a healy coat of
f bituminous paint.t
Metalwork to be embedded in concrete shall be placed accurately and held in correct
I position while the concrete is placed or, if specified, recesses or blockouts shall be formed in ther concrete after it has attained its design strength and the metalwork grouted in place as specified in
Section 03300. The surfaces of metalwork in contact with or embedded in concrete shall be-I thoroughly cleaned. If accepted, recesses may be neatly cored in the concrete.I
B. GRATING:
r Grating shall be field measured for proper cutouts and proper sizes. Field welding of
aluminum grating, where specified, shall be in accordance withASCE Vol. 88-5T6.
I 3.02 CLEANING
I After installation, damaged surfaces of shop primed metals shall be cleaned and touched up
' with the same material used for the shop coat.
**END OF SECTION**I
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Division 1.1
Equipment
Section No. Title
! 11738 Installation of Owner-Furnished UV System
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r SECTIoN 11738
I INSTALLATION OF OWNER-FURNISHED UV SYSTEM
I PART I--GENERAL
I 1.01 DESCRIPTION
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This section covers the work necessary to install the Owner-furnished ultraviolet (UV)
I disinfection system specified herein.
I B. Major equipment components will be shipped for assembly by the Contractor.
I The UV system will be supplied complete for assembly by the Contractor. The concrete channel,
I relocation of equalization backwash piping, and other items noted on the drawings, will be
furnished by the Contractor.I
I I.O2 REFERENCES
I The Contractor is cautioned to review the general requirements that apply as outlined inI Section 11000. TheContractorshalltakeparticularnoteof thefollowingdivisionsof the
specifications:
I Division 11 Equipment
Division l5 Mechanicalr 3il[il: li fifii]i31,,",,""
I 1.03 EQUTPMENT
I The Owner-fumished equipment specified herein will be shop tested and shipped for
I assembly on-site.
I The equipment to be installed by the Contractor under this section shall include but shall
I not be limited to the following:
I r All required UV modules including lamps and support framework for installation
! of the UV modules in the channels
o One (1) downward opening gate weir (one per channel)
I r one (1) ultrasonic level sensor (one per channel)r r UV-intensity monitoring and control system (l sensor per bank)
r o Stainless steel junction boxes (l per bank)
I o One (1) inlet stainless steel stilling plate (l per channel)
o One (l) low level probe (1 per channel)
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r Electrical cabinets housing the electronic ballasts for indoor installation (painted
sheet steel, NEMA 12), fan ventilated
r One (l) system control and power distribution enclosure with the central PLC
(Allan Bradley, or equal) for indoor installation (painted sheet steel, NEMA l2)
o Three (3) sets of Operating & Maintenance manuals
o One (1) single beam photometer
. Spare part and safety equipment:
r Ten (10) IJV lampsr Six (6) lamp sleeves
r Six (6) lamp end seals. Six (6) O-ringsr Two (2) face shields blocking IIV light wavelength between 200 and
400 nmo Two Q) size B, post mounted or wall mounted UV warning signs
o F.O.B. jobsite including packaging of all the components supplied by Wedeco-
Ideal Horizons
r Manufacturer's field services
o Cleaning system: automatic wiping system
r One (1) air-compressor with air-receiving tank for the automatic wiping system.
I.O4 SUBMITTALS
The Owner will provide the Contractor with copies of complete approved shop drawilgs
of all Owner-furnished equipment.
1.05 QUALITYASSL]RANCE
A. PREPIJRCHASE EQUIPMENT CONTRACT AND SHOP DRAWINGS:
The Owner-fumished IJV system equipment was prepurchased under the Owner's
purchase contrAct. The Contractor shall be cognizant, prior to entering into the Agreement, of
the provisions of the purchase contract, including the system components provided with the
Owner-fumished equipment. The purchase agreement contract is available at the Owner's office
for review by interested parties.
Two copies of the purchase conhact and one copy of the equipment submittals (after
approval) will be made available to the successful bidder.
B. OPERATION:
Owner-fumished UV system equipment shall be operated in accordance with the
instructions fumished with the equipment and by the authorized representatives of equipment
manufacturers.
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I C. JOB CONDITIONS:
I The Contractor shall repair, replace or correct to the satisfaction of the Owner'sr Construction Manager all defective equipment items caused by the Contractor's improper
- placement and handling of the Owner-fumished IIV system equipment. After testing, the
I Contractor shall repair, replace or correct faulty work.
I D. TRANSFER OF EQUIPMENT:
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All Owner-fumished equipment will be hansferred from the Owner to the Contractor at
I the project site. The Owner will deliver the UV system equipment to the site where the
I Contractor shall take responsibility for relocating equipment into the building and installing it in
the location shown in the drawings.
TT E. CONTRACTOR'S ACCEPTANCE:
I Upon delivery to the site of Owner-furnished UV system equipment, the Contractor shall
I assume the responsibilities assigned to him in these specifications in relation to the installation of
Owner-fumished equipment.-
I F. SCHEDULING:
I The Contractor shall schedule his operations in accordance with the dates for the delivery
of Owner-fumished IJV system equipment specified herein.
G. ITEMS TO BE FURMSHED BY CONTRACTOR:
I The following are the minimum items associated with the prepurchased equipment
I systems which are to be provided by the Contractor. In addition, the Contractor shall install
these equipment systems in accordance with the plans and specifications.
t 1. Interconnecting piping, fittings, sleeves, valves and instruments.
I 2. Temporary piping required for construction.
3. All conduits and interconnecting wiring connecting to items of
I prePurchased equiPment.
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4. Anchor bolts for Owner-fumished UV system equipment.
I PART 2-(NoT USED)
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3.01 DELIVERY TRANSFERRAL. STORAGE AND HANDLING
A. DELIVERY OF EQIIIPMENT:
Equipment shall be delivered as specified in the prepurchase contracts and in the
specifications. Changes to the delivery procedure and schedule may be made if mutually agreed
between the equipment suppliers and the Contractor and if approved by the Construction
Manager.
The Contractor shall assume responsibility for storage and handling of equipment at the
time of equipment transferal as specified herein.
B. TRANSFERRAL INSPECTION:
Prior to the transfer of the Owner-furnished tIV system equipment to the Contractor, the I
Contractor and the Construction Manager shall make a joint inspection of the condition of each r
piece of equipment and shall note, in writing, the material transferred to the Contractor's care and .
any defects in said equipment. Equipment and materials damaged or lost after their transfer to Lthe Contractor shall be repaired or replaced at the Contractor's expense as directed and approved
by the Construction Managet
IC. PROTECTION OF OWNER-FURNISHED UV SYSTEM EQUIPMENT' '
The Contractor shall protect the equipment in accordance with the manufacturer's t
recommendations against weather conditions and incidental damage from related construction at
all times. The type of protection provided is subject to the Construction Manager's approval.
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The Contractor shall provide reasonable protection against intruders and vandals
including 24-hour surveillance ofequipment not enclosed in locked and secured structures. I
3.02 SERVICES OF EQUIPMENT MANLIFACTURERS'REPRESENTATTVES
IThe equipment manufacturers shall provide services of skilled representatives for I
inspecting the transportation, placement, installation, alignment, adjustments, and start-up and r
testing of Owner-fumished W system equipment. The terms and conditions for the L
manufacturer services are as specified herein for the related equipment.
The Owner-fumished equipment manufacturer shall provide a factory trained field I
service representative to inspect the installation of the I-IV system by the Contractor. Prior to
start-up of the l-IV system, a field service engineer employed directly by the manufacturer of the I
Owner-furnished equipment shall inspect the equipment, make necessary final adjustments and I
certiff the equipment ready for operation.
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I 3.03 FIELD TESTING
I After installation and certification by equipment manufacturers' representatives, ther Contractor shall test each system as specified in the prepurchase specifications and as specified
I herein. The Contractor shall cooperate with equipment suppliers in performing these field tests,
I provide the necessary connections for electric power, other utilities, and proper ventilation, and
provide necessary personnel for performing repairs, adjustrnents, conections, and other functions
I for equipment and appurtenances installed by the Contractor.
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3.04 CERTIFICATION
t After completion of installation of the Owner-fumished equipment, the Contractor shall
obtain from the authorized manufacturer's representatives a written certification for each system
I which contains the following specific wording:I
"The UV system equipment has been properly installed, is free from undue stress
I imposed by connecting structures or anchor bolts, field tested, adjusted, aligned,! lubricated, and calibrated, and is ready for full-time operation by the Owner. The
r installation has been inspected and has been found to be in conformance with (the
I manufacturer's name) standards and requirements."
I The original written certification shall be delivered to the Owner with a copy retained by
I the Contractor.
I 3.05 TRAINING
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Training shall be supplied by authorized representatives of the Owner-furnished W
I system equipment manufacturers. Training for the prepurchased systems shall be as specified in
I the prepurchase contract. Contractor shall provide coordination during the training process,
including access to systems for which training is being provided.
I 3.06 CONSTRUCTION
I A. cooRDINATIoN:I
I The arrangement of equipment shown on the drawings is based upon the best information
t available at the time of design and is not intended to show exact dimensions. The drawings are,
in part, diagrammatic and therefore it is to be expected that some features of the illustrated
I equipment installation may require revision in order to respond adequately to actual equipment
I installation requirements. The Construction Manager will review all equipment installations to
asswe compliance with these requirements. It is to be anticipated that structural supports,
I foundations, connected piping and valves shown, in part or in whole, may have to be altered in
t order to accommodate the equipment fumished. The Contractor shall make adjustrnents in
location and manasement of connections at no additional costs-
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B. DELIVERYSCHEDULE:
The estimated dates that the Owner-fumished equipment will be delivered from the
Owner to the Contractor are listed in the purchase contract documents.
C. LTNLOADING, TRANSPORTING, AND STORING:
Owner-furnished equipment shall be unloaded at the project site and secured and
protected atthe storage location. Every aspect ofthe unloading and storing ofeach item shall be
completed in the presence of the equipment manufacturer's authorized representative and the
Construction Manager. The equipment manufacturer's authorized representative shall provide
direct supervision of Contractor personnel during the crane lifting, carrying, and placing of each
item.
D.PROTECTION:
Protection of equipment from any source of damage shall be the responsibility of the
Contractor once the equipment has been delivered and custody transferred to the Contractor.
Equipment shall be repaired or replaced at the Contractor's expense if damage occurs while
equipment is under control of Contractor.
3.07 TNSTALLATION OF EQUIPMENT
GENERAL:
The Owner-fumished (JV system equipment listed in this section shall be installed by the
Contractor under the guidance of the Construction Manager and the equipment manufacturer's
field representative. lnstallation includes piping, mounting, insulation, alignment, wiring,
testing, and start-up of all Owner-fumished equipment.
Installation instructions for all equipment included in the prepwchased equipment
systems have been provided as part of the prepurchase contract. Copies of the installation
instructions are available for inspection at the Owner's offices. Two (2) copies of complete
installation instructions will be supplied to the successful bidder.
B. AI-XILIARYEQLIIPMENT:
Auxiliary equipment supplied as part of the Owner-furnished equipment shall be installed
at locations shown or as required by the equipment manufacturer's installation instructions.
Piping connection sizes and locations may differ from contract drawings and Contractor shall
make necessary adjustments to equipment location or orientation to provide a correct installation.
Piping and valves for vents, drains, or other piping connections not shown on drawings shall be
provided in accordance with equipment manufacturer installation instructions.
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t c. CONTROLANDMONITORINGEQTIIPMENT:
I Control and monitoring equipment provided as part of the prepurchase contract includesr control panels, control valves, and instrumentation and control devices. The Contractor is
responsible for maintaining manufacturer specified limits on temperature, humidity and handling
I for control, and monitoring equipment at all times during the storing, installation, iesting, andr smrt-up processes.
**END OF SECTION**
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Electrical
I :il;'- 1"1,""*""- ror Erectricar work
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SECTION 1600I
REQUIRE]MENTS FOR ELECTRICAL WORK
PART I--GENERAL
1.01 DESCRIPTION
This section specifies electrical work including electrical material, equipment, installation
and testing requirements. The Contractor shall provide all labor, tools, material, power and other
services necessary to perform the specified work. The electrical drawings included in this project
manual are firnctional in nature and do not specif exact locations of equipment or equipment
terminations.
I.O2 QUALITYASSURANCE
A. REFERENCES:
This section contains references to the following documents. They are a part of this section
as specified and modified. Where a referenced document contains references to other standards,
those documents are included as references under this section as ifreferenced directly. In the event
of conllict between the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
Unless otherwise specified, references to documents shall mean the documents in effect
at the time of Advertisement for Bids or Invitation to Bid (or on the effective date of the
Agreement if there were no Bids). If referenced documents have been discontinued by the
issuing organization, references to those documents shall mean the replacement documents
issued or otherwise identifred by that organization or, if there are no replacement documents, tlre
last version of the document before it was discontinued. Where document dates are given in the
following listing, references to those documents shall mean the specific document version
associated with that date, regardless of whether the document has been superseded by a version
with a later date, discontinued or replaced.
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IEEE C57.r2.0l
NEMA 250
NEMAICS 1
NEMAICS 2
Measuring Earth Resistivity, Ground Impedance, and Earth
Surface Potentials ofa Ground System
General Requirements for Dry-Type Distribution and Power
Transformers
Enclosures for Electrical Equipmant (1000 Volt Maximum)
General Standards for Industrial Controls and Systems
Industrial Control Devices, Controllers, and Assemblies
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Reference
NEMA ICS 6
NEMA ST2O
NEMAWD 1
NFPA 70
LIBC
UL67
UL 489
UL 506
Enclosures for Industrial Controls and Systems
Dry-Type Transformers for General Application
General Requirements for Wiring Devices
National Electrical Code $rrEC)
Uniform Building Code
Panelboards
Molded-Case Circuit Breakers and Circuit Breaker Enclosures
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B. IDENTIFICATION OF LISTED PRODUCTS:
Electrical equipment and materials shall be listed by an independent testing laboratory for
the purpose for which they are to be used. Three such organizations are Underwriters Laboratories,
Inc. (JL), Canadian Staridards Association (CSA), and Electrical Testing Laboratories (ETL). The
independent testing laboratory shall be acceptable to the inspection authority havingjurisdiction.
1.03 SI.]BMITTALS
The following information shall be provided for all electrical equipment and materials in
accordance with Section 01300:
1. A copy ofthis specification section, with addendum updates included, and
all referenced and applicable sections, with addendum updates included,
with each paragraph check-marked to indicate specification compliance or
marked to indicate requested deviations from specification requirements.
Check marks (/ ) shall denote fuIl compliance with a paragraph as a whole.
Ifdeviations from the specifications are indicated, and therefore requested by
the Contractor, each deviation shall be underlined and denoted by a number
in the margin to the right of the identified paragraph, referenced to a detailed
Construction Manager shall be the final authority for determining
acceptability of requested deviations. The remaining portions of the
Conhactor with the specifications. Failure to include a copy of the marked-
up specification sections, along withjustification(s) for any requested
deviations to the specification requirements, with the submittal shall be
sufficient cause for rejection of the entire submittal with no further
consideration.
Verification of fault withstand and intemrpting ratings of all applicable
power equipment and devices.
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I 3. Interconnection diagrams-The Contractor shall prepare interconnectionr diagrams depicting all cable requirements together with their actual
terminations as sPecified below:
I Interconnection diagrams shall be drawn similar to the typical inter-
connection diagram specified on the drawings. The interconnection diagramr ::x""'*i'ffi"#ilH,nffT'ffiTdffiTf"1";,'h;:Tff'f'fJtrj,:1
facturer's intemal corurection diagrams for panels. The diagrams shallr ilffi"*'T:ffi;*Ti:j;#f3#ffI#,::lfi:#:;.trffJl':'
number of spare conductors. For each terrnination, the diagrams shallr ll:'#:*ffi#H'1ffi1tr;iliil:,'*f,Hffi*Hiffi*?li"#Ji"
the diagrams. Interconnection diagrams strall be provided prior to
r installation of equiPment.
4. Catalog-cuts including technical specifications, application informatiorlr il:t1';,Ti:ftrsffi:l;#1;'ffi';J"%kry":quipmentand/or
r 5. Completed test Form 16000-A as specified in paragraph 16001-3.05 B.
- 1.04 PROIECT/SffECONDITIONS
I A. GENERAL:
I Unless otherwise specified, equipment and material shall be sized and rated for an ambient
remperarure of40 degrees C at an elevation ranging from sea level to 3000 feet without exceeding
I the manufacfurer's stated ratings.
I B. SEISMIC:
I Electrical equipment and supports shall be braced in accordance with IIBC for Seismic
Zone l.
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I I.O5 DESCRIPTIONOFWORK
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The following provides a general description of the required work of this project. It is
I provided as a general indication of the scope of work. It shall not be construed as in any way
I limiting the scope ofwork.
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The Division 16 Contractor shall provide all equipment and services specified under this
specification section and as required on the Drawings. The Contractor shall terminate all
conductors to equipment provided by others as shown on the Drawings.
Owner supplied equipment is listed in Specification Section 11738.
The Division 16 Contractor shall provide for the development and programming of the
existing blower process control system graphical operator interface, historical data management
system, and process control logic to incorporate the new IJV system. The Contractor shall engage
the services of a single systems house to conduct and perform the development and programming
work. It shall be the Contractor's responsibitty to solicit input from the Owner regarding the
implementation of the process control system and shall obtain all the manufactures parameters for
the aforementioned work.
PART2--PRODUCTS
2.OI GENERAL
Equipment and materials shall be new and free from defects. All equipment of the same or
similar type shall be of t}re same manufacturer throughout the work. Standard production materials
shall be used wherever possible.
2.02 RACEWAY, FITTINGS, AND SUPPORTS
A. GENERAL:
Conduit shall be provided for power, confiol, instrumentation, grounding, lighting,
receptacles, and signaling systems.
B. RACEWAY:
Exposed conduit shall be threaded, galvanized, rigid steel conduit. Minimum size shall be
Tqinch. Bushings shall be galvarized, malleable iron with insulating collars. Grounding bushings
shall be locking type with a feed through compression lug. Unions shall be galvanized, ferrous
alloy type. Threadless fittings are not acceptable. Running threads shall not be used in lieu of
conduit nipples. Threaded hubs shall be used to terminate conduits entering boxes and enclosures.
Liquidtight, flexible steel conduit shall be formed from spirally wound, galvanized steel
strip with successive convolutions securely interlocked and jacketed with liquidtight, plastic cover.
Minimum size shall be 3/4 nch. Fittings for liquidtight conduit shall have cadmium-plated,
malleable iron body and gland nut with cast-in lug, brass groundrng femrle threaded to engage
conduit spiral and O-ring seals around the conduit and box connection and insulated throat. Forty-
five and 9O-degree fittings shall be used where applicable.
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I C. BOXES:
Boxes shall be hot-dip, galvanized cast ferrous alloy type FD with integrally cast-threaded
I hubs for conduit entry. Boxes larger than FD boxes shall be welded steel and hot-dip galvanized
t afterfabrication.
I Conduit bodies shall be ferrous alloy type with screw taps for fastening covers. Gaskets
I shall be made of neoPrene.
I D. RACEWAYSUPPORTS:
' Hot-dip galvantzedframing channel sirall be used to support groups of conduit. Individual
I conduit supports shall be one-hole galvanized malleable iron pipe staps with galvanized iron clamp
I backs and nesting backs where required. Ceiling hangers shall be adjustable, galvanized carbon
steel rod hangers. Straps or plumbers tape are not acceptable. Hanger rods shall be l/2-nch all
- threadrod.
I 2.03 CONDUCTORS, WIRE, AND CABLE
I A. GENERAL:
I Conductors, wires, and cable strall be provided for power, control, lighting, receptacles,
I instrumentation, grounding and sigrral circuits. The quantity and size ofconductors shall be as
specified.
I B. POWERANDCONTROLCONDUCToRS:
I Power and control conductors shall be single conductor, stranded, annealed copper with
I 600-volt THU/N/THHN polyvinyl chloride @VC) insulation, Okonite, Okoseal-N; CABLEC; or
equal.
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Black
Red
White
Green
Yellow
Blue
Violet
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Neutral
Ground
Foreign Voltage
Power@C)
Contol @C)
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Single-conductor control conductors shall have the following colors for the indicated
voltage:
16001-5
Single-conductor power conductors shall have the following colors for the indicated voltage:
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Phase B
Phase C
Ground
Neutral
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Orange
Yellow
Green
Gray
208/120V
Black
Red
Blue
Green
White
16001-6 21nt2ss
Rev. I0i 10/01
Cables sized No. 4 AWG and larger may be black with colored 3/4-inch vinyl plastic tape
applied at each cable termination and in pull boxes, handholes and manholes. Tape shall be
wrapped with 25 percent overlay to provide 3 inches (minimum) of coverage.
C. INSTRLMENTATIONANDSIGNALCABLE:
Cable for instrumentation and signal circuit shall be twisted shielded pair or triad as
specified, No. 16 AWG 7-strand copper with 600-volt PVC insulation, 100 percent aluminum-
Mylar tape shield, No. 18 AWG tinned copper drain wire and overall PVC jacket, Okonite,
Okoseal-N tlpe P-OS, or equal.
Instrumentation and sienal cable conductors shall be color coded black and white.
D. SPLICING AND TERMINATING MATERIALS:
l. CONNECTORS: Connectors for stranded conductors shall be tool applied t
tin-plated copper, compression type of the correct size and UL approved for the application.
Connectors for wire sizes No. 10 AWG and smaller shall be nylon self-insulated, ring I
tongue or locking-spade terminals. Connectors for wire sizes No. 8 AWG and larger shall be one-
hole lugs up to size No. 3/0 AWG and two-hole or four-hole for size 4/0 AWG and larger. I
Mechanical clamp, dimple, or screw-type conn@tors are not acceptable. I
480-volt motor terminations shall be made using bolt connected lugged connectors and I
factory engineered kits consisting of heat shrinkable, polymeric insulating material with high I
dielectric streneth mastic sealant.
f"r-lrr-ution of solenoid valves, 120-volt motors, and other devices fumished with pigtail t
leads shall be made using self-insulating, tubular compression corul€ctors.
I2. TERMINALBLOCKS: Terminalblocksshallbeprovidedforextemal I
control and power wires size 10 AWG and smaller. Terminal blocks shall be 600 volts, healy-duty,
rated 20 amperes for control and 30 amperes for power.I
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Wire markers shall be yellow or white shrink tubing, Thermofit Marker System (TMS) by
Raychem Co., or equal for conductors No. l0 AWG and smaller and locking tab cable markers,
I WJI. Brady Co., oiequal, for conductors No. 8 and larger. Letters and numbers identiffing eachr conductor shall be machine printed in permanent black ink.
I z.o4 cRouNDINGMATERIAL
Grounding cable shall be concentric strands( annealed bme copper. Cable size shall be as
t specified.
) Compression connectors shall be cast copper as manufactured by Thomas and Betts, or equal.
I Bolted connectors shall be Brundy, O.Z. Gedney, or equal.
2.05 NAMEPLATES
Ir Nameplates shall be made from laminated phenolic plastic. The nominal size of the
I nameplates shall be 3/4 lr;rch high by 2 inches long. Nameplates shall have white backgrounds with
I 3/16-inch black letters. If abbreviations are required because of space limitations, abbreviationsr shall be submitted to the Construction Manager prior to manufacture. Nameplates shall be fastened
I using self-tapping stainless steel screws. The use of adhesives will not be permitted on the outside
I ofenclosures.
I PART 3--E)GCTJTION
- 3.01 GENERAL
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Unless otherwise detailed or dimensioned, electrical layout drawings are diagrammatic. The
I Contractor sha1l coordinate lhe location of electrical material and equipment with the work.
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Electrical equipment shall be protected from dust, water, and damage.
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I A. GENERAL:
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The Contractor shall limit the number of directional changes of conduit to a total of not
I more than 270 degrees in any run between pull boxes. Conduit rlns shall be limited to 400 feet, less
t 100 feet for each 90-degree change in direction,
I Sigrral conduit shall be separated from AC power and control conduits. The minimum
I separation shall be 12 inches for rigid steel and 24 inches for PVC conduits.
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B. E)GOSED CONDI-IITS:
Metallic conduit shall be assembled to provide a continuous ground path. Joints shall be
made with standard couplings or threaded unions. Bends and offsets shall be made with a hicky or
conduit bending machine or shall be factory preformed bends.
Exposed conduit shall be run on supports spaced not more than l0 feet apart and shall be
constructed with runs parallel and perpendicular to walls, structural members, or intersections of
vertical planes and ceiling. No conduit shall approach closer than 6 inches to any object operating
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Conduit supports shall be secured to concrete walls and ceilings by means of cast-in-place
anchors, die cast, rustproof alloy expansion shields, or cast-flush anchors. Wooden p1ugs, plastic
inserts, or gunpowder driven inserts are not acceptable as a base for securing conduit supports.
Liquidtight, flexible steel conduit shall be used for the final connection to equipment,
devices, and instruments where flexibility is required.
The length of liquidtight flexible steel conduit shall not exceed the lesser of l5 times the
trade diameter of the conduit or 36 inches.
3.03 CONDUCTORS, WIRE, AND CABLE
A. GENERAI:
Raceway construction shall be complete, cleaned, and protected from the weather prior to
wire and cable being installed. Pulling wire and cable into conduit shall be completed without
damaging or putting undue stress on the cable insulation. Soapstone, Talc, or UL listed pulling
compounds are acceptable lubricants for pulling wire and cable. Grease is not acceptable. Nylon
pull rope shall be pulled through the conduit immediately after concrete pour.
Each power, control, signal, and instrumentation conductor shall be identified at each
terminal to which it is connected utilizing the wire markers specified in paragraph 16001-2.03 E.
B. 6OO-VOLT CONDUCTORAND CABLE:
Slack shall be provided in jrmction and pull boxes. Slack shall be sufficient to allow cable
or conductors to be routed along the walls of the box.
Conductors crossing hinges shall be bundled in groups not exceeding 12 and shall be so
arranged that they will be protected from chaffurg when the hinged member is moved.
Raceway fiIl limitations shall be as defined by NEC and the following:
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Lighting and receptacle circuits may be together in the same conduit
in accordance with derating requirements of the NEC. However,
lighting and receptacle circuits shall not be in conduit with other
circuits.
Solid wire shall not be lugged nor shall electrical spriag connectors be used on any except
for solid wires in lighting and receptacle circuits. Lugs and connectors shall be installed with a
compression tool.
C. SIGNAL AND INSTRLIMENTATION CABLES:
Signal and instrumentation circuits shall be run as individual shield twisted pairs. Terminal
blocks shall be provided at cable junction for running signal leads and shield drain wires. Each
conductor shall be identified at suchjunctions.
Shields shall not be used as a ground path.
3.04 GROLINDING
Electrical equipment and enclosures, metal surfaces of equipment, and metal structural
members shall be grounded. Grounding system shall be provided in compliance with the NEC and
as specified on the drawings.
Exposed ground connections shall be made by bolted connectors. Exposed
conductors shall be placed in Schedule 40, high impact, pollvinyl chloride @VC) conduit. Fittings
for PVC conduit shall be solvent welded type.
Grounding conductors entering enclosures shall be bonded together to the enclosure, ifit is
metallic, and to metallic raceway terminating at the enclosure. Metal surfaces strall be cleaned prior
to making grounding connections and bonds.
3.05 TESTING
A. GENERAL:
Prior to eneuglingthe electrical circuits, the tests shall be performed as specified. Unless
otherwise specified" a 1000-volt megohmmeter shall be used for resistance measuremsnts.
The measurements of the tests shall be recorded on the specified forms and provided in
accordance with paragraph 16001-1.03.
B. INSULATIONRESISTANCEMEASLIREMENTS:
1. GENERAL: General insulation resistance measurements shall be made on
conductors and energized parts of electrical equipment. Minimum acceptable values of insulation
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resistance shall be in accordance witb the applicable ICEA, NEMA, or ANSI standards for the
equipment or material being tested, unless otherwise specified. The ambient temperature at which
insulation resistance is measured shall be recorded on the test form.
2. CONDUCTOR AND CABLE TESTS: The phase-to-ground insulation
resistance shall be measured for all 480 volt circuits. Measurements may be made with motors and
other equipment connected.
Insulation resistance measurements shall be recorded in a format similar to Form 16000-A,
contained in Section 01999. Insulation with resistance of less than 50 megohms is not acceptable.
C. FUNCTIONALCIIECKOUT:
Prior to energization of equipment, the Contractor shall perform a functional checkout of the
control circuit. Prior to functional testing, all protective devices shall be adjusted and made
operative. Checkout shall consist of energizing each control circuit and operating each control,
alarm or malfunction device and each interlock in turn to verify that the specified action occurs.
Contractor shall submit a description of his proposed functional test procedures prior to the
performance of functional checkout.
The Contractor shall verify that motors are connected to rotate in the correct direction.
Verification may be accomplished by momentarily energizing the motor, provided the Contractor
confirms that neither the motor nor the driven equipment will be damaged by reverse operation.
3.06 RECORDDRAWINGS
Record drawings refer to those documents maintained and annotated by the Contractor
during construction include record drawings in accordance with Section 01720, and the following I@ngs: t
Interconnection Diagrams (16001, part l)
Original Submittal Drawings (16001, part 1)
**END OF SECTION**
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DRAWNG LIST:
Cl VONTY [,IAP. LOCAIIOI.{ MAP, AT{O ORAY NG UST
Dl DE}t€[JnCfi PIAN
51 SIRUCruRA NOIES
s2 srRUcruRAL ST flDARo oET rLSi
s:t Rl
s4 s€cTrors
s5 srRUcruRAL sEcIoNs & D€TATLS
Er aEclRlca sn Eot$ LEcExos, AND DElAlLs
E2 E."ECIICAL PI.AN AND (r{E UNE
B R 0 W N ANDCALDWELL
DENVER COLORAD
. UNE rs 2 NCsfS' aT ful szE(r Nor 2'-sctl Accfdro.Y)GENERAL
VICINW MAP, LOCATION MAP,
AND DRAWNG UST
p6su xo. 21265
ORAf, AY IBL
0€9cN@ aY x
cftEct(ED BY _
o{Ecrco aY
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KEY NOTES:
fr) lu eoutpva{r ro BE RE}rolED rHRoucn rHE vArNrE}{ANcf, AREA
- oooR. o2o{E GENERATIoI{ Roo ts Nor To BE us@ FoR
EOUIPM€NT REITOVAL
(!) exsrxc r.rcnoscREEr{ Axo Art prprNc. vrRrNG, gJppoR'ts, ANo
- TtsctLIANEoUs APA,RIENANCES To BE REIIO\ED. A! PIPES
^'{OO]H8 CoI{CRETE POIEIRAIIoi{S g{A'L AE CAPPED AI{O SEATID.
O exsr eouruzrnor BAcxrvasri prprNc, AxD puvp Hosr ro gE
- RE|O\@ AID RELOCAIED AS grorN 6r SHEEr SJ
PIPING AND VAL\€S IN
IHIS AREA IO BE TIFTAS-|S :
DEMOUTION PLAN
J,/E--1'-O'
z
h
12c,zk*HO
IRIM REINFORC'ING BACI(
TO FAC€ OF EXSNNG
EAGLE RIVER WATER &
SAIIITATION DISTRICT
B R 0 W N AND
CALDWELL
ENVER COLORAD
. UNE ts 2 tNcflEs. AI FTJTL 9U(r Nor t-3ca.. rccoroicr.Y)
:. /
CURA AS
REQIJIRED
RE O\€
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LE\EL PROAE
REMO\G
EX]ST }EIR
150
(rYP)
A**_\r/ EorJrPvE{T PAD
12- OC, EtV
,5 DOfiEL C 12' O.C.
EXPANSI\E
: fr lRsroP
DRIII 3/a-x7- Hotf
& EPOXY GROUT
: ',, '"',,PLACE COI{CRETE
tN ttAx 3'-o' uFrs
sEcnoN @
SCAL-E: 3/a'-l'-0-
SECTION
sc Le 3/8'
A\:/
KEY NOTES:
fi orlron BrlL BEARTNG pu$rlRqlry wrIH ADApTER LINK 5so LB.- CAPAoTY. 8Y ITC},ASIER CARR SUPPLY GOI,PANY, OR EOIJAL.
6) caroe ao c Lv NtzED sru cHAn wrH lrlrxulr soo L8. uFTTNG
- cAPAorY.
C:) or cvct-om HAND ctrlrt Hosr. Hoor( suspENsoN Hqsr vrrH soo
- LB. crpecrn AND 12' uFT, By McMAs IER GARR suppLy co p^r{y,
0R EorjAL
Itgx24(rr?.)
:*9?ITP tou.^uz^n* t*l(t;"i f"i8[F
BoLrs o l8' oc nlN
(r)15 I&8
AL fiOx6
18.645 tllfT
,5 oOVTEL o 12' O.C.
,5 C 12' 0C, EVr
D(PANS\E
WAT€RST@
cot{c nLL
SECTIONS
EAGLERryERWATER&
SAI\I'ITATION DISTRICT
B R 0 W N AND
CALDWELL
DENVER COLORAD
, UNE ts 2 rNolES. AT FUTI SzE
(rr Nor 2"-3cru
^cc&ricrY)
p66g. x6. 21265
ORAfr{ BY IEL
O€SGNM BY X
o{EcxtD BY _
CIIECXI! BY
lJt36 IEjED
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DR|LL 3/4'x7- HorE
AI{O EPOXY CROUf
UV 'IREI{C}I T'A|.I
CC.ICRETE PATC|I
EXSITG OPENING
4tF't2' l{
TYP. C€NIER
tN tv^ttIN WALL
SECTION
sc^|..E: 3/a-
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(2)3/+) r"323
BOLTS
l4rJrJlExd-6'
L6IG T.EG
ATTACTIED
IO tEB
SECTION
SCA.E: l'-l
@
-1'-0-
A\v
,-\DETAtLtsil
SCAE l'-l'-0'
STRUCIURAL
STRUCruRAL SECTIONS AND DETAILS
B R 0 W N AND
CALDWELL
DENVER COLORADO
. UIE ts 2 tNc|lES' AT Ft'tt szE(r ior 2'-scxE rccdq|r(r,
EAGL,E RIYER WATER &
SANITATION DISTRICT
PRGI t{o--11395--
ORAIW 8Y IBL
D€SGNTD BY X
CHECXID SY _
clrEo(o 8Y UV INSTALLATION
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PLAN DRAWNGS:
RACEW Y S'tilBOt_&
RACEW Y m vtRNG S\6IEI,| A80\tr FLOOR Lf\EL aELOW
cEruIG, oPosEo uoN.
RACEY{AY OR IIIRING SYSIEM AAO\E FLOOR TE\€L
coarcEAlfD rN wA[ oR Aao\E c€ruNc uor'I.
iloToR Al{D
@
E
EP
EOUIPUET{I SYTIBOIS:
IoToR
MOTOR STAR'IER. INDIVIDUAL--NOT LOCATED IN AN MCC OR
SMILAR GROUP ASSEMELY
co BtN^ltoN xoToR sTARra--NoT LocArm N AN MCC
OR SIMILAR CROUP ASS€TBLY
RACIIYAY OR SIRIHG SYSIEII N M UNOER FLOOR. CR
COI{CIAI.IO IN OR B€}IhID STRUCTURE OR EO{JIPI'EI{T, M
COTIDUIT ROT,IED AELOIV CRADE IN CONCRE1E EICAS€Mtr{T.
HOIIE RUN: DESIOIATIoIIS INDIC^IE ^ ONE-LINE oIACRAM
OR PA}.IEL8O^RD SCHEDUI.T REFERENC€
€xfnr: HOT4ERUN TO *OIOR Cofl rRoL CENIER
MCC 8101. REfER TO OflE-Ut{E FOR CASLE
AND RACTIVAY REOIRE}'ENTS.
EXATIPLI: RACEWAY NUHEER, REFER TO RACEIVAY
SCIIEOULI FOR SIZE. ORCUIIS CONTAINED.
At{D DEST|NAT|oi{
RAC€YIAY OR WRINC SYSIEX IURNEO TOVIARO IHE VIE\IER
(uP oN PLAN DRATVNGS)
RACEIVAY OR ViIRINC SYSIEII IURI'IEO AWAY FROT THE
\4E$ER (DotrN ofl PLAI| DRAW|NGS)
RACEWAY (n WRfiG SYSIEII CfiANC€ IN ET€VANoi{ OR
OISIANCE FRo|' VETTER
CO{DUIT S]U8 AND CAP
gGN^L (S) OR LO|Y \rcLTACf, (L),
HANOHO(f (HH) 0R yANHor.E (lrH) YfiH oE9GNAION.
EXAYPI.E: s|Gt{rrl H^t{DHo(t UYBCR 23.
JUNC.IION BOX YITTH OPNONAL IOENIIRER.
,r,Ncltot 80x, tYAtl LldJNlED.
T-U Drscor{NEcT, NoN-FUSEo. 30A, I PotE UON. r00A, 3PI-JIOOA RATINCINo|CAIED
GENERAL LINEWORK:
tlEW YI(nX
EXSNNC TO REYAIN
NEW YJORX BY OTHER dSdPUNES
EXSNNG TO 8E R€MO\@
NEI| EQI,'IPT/ENT OR PACKAOE BOUNOARY
KEY NO'IE D€SGNATOR. REFERE{CE CoRRESPoi{UNG KEY
I{OIE O{ 'IHE DRAIING
ELEClRICAL
SYMBOLS, LEGENDS AND DETAILS
EAGLE RIVER WATER &
SA}IITATION DISTRICT
B R 0 W N AND
CALDWELL
DENVER COLORADO
(r rcr 2'-sc^rl ^ccmro
rcc rO
NOTES:
1. HOIIERUN DESIGNAIIOI{. U1IUZED ON PLAI{ ORAY|INGS.
2. CIRCUIT REQ{JIRE ENTS INOICATEO ON REFERENC€D ONE UNE OIAGRAY.
J. OIAGRAM A]IC REPREST}TAIIo|I OF RAC€WAY REOI'NET4ENTS. DRANiNGS DO NOT
NECISSARILY OEPICI PHECAI RELAIIO{SHIPs OR INTERFAC€S $IIH OIHER EOIJIPMENT OR
'|RAOES. PRoVOE Atr ofTSgTS, TRANSTToITS, nnNGS ANO ACCESSoRIES r$llcfl MAY SE
REOIJIRE) TO FOR}.I A CO'PIE]E RACEWAY SYS'IE .
4. CIRC1JIT REQJIREI.IENTS UNCHANGEO FROI/ UPSIREAM ORCUIT REQUIREHAN]S.
5, ANCII,IARY CO Pot{O{T INIEGRAL IO XAJffi EOT,'IPXANT IET'.
@ rcc t
NOTES:
I. HOT'ERUN DESCNATOR REFEREXCES ONE UNE DIAGRAI'. REFER TO OI{E IJNE
OI^CR^I.I PRESENTAIION OETAIL AA1 AND REF€R TO REFERSICED O{E U E
OIAGRAII FOR CASLE ANO RACEITAY REQUIREYE}ITS.
2. PLAN ORAIIING OEPICTS APPROXIITIA]E SPANAL RELAIIO{SHIP OF ASSOCIAIED
EQUIPMO{T AND DEVICES. REFER fO ONE UNE DIAGRATIS FCR INIEFCONNECTING
oRclJ|l REOUTREUEN]S. REFER fO OflE UNE otAGRAta PRES TATIO]I OETAL AEl.
J. PUyPS ANo PTPTNG AAO\tr ARE S80t{{ AS lll-USTRAno|{ FOR SnlAq-S. NOT lN
CONTRACT,
l* F s! EHlixlsiEE
T4OTOR CO?{IROL CANTER AREA CON1ROL CENIER
TYPICAL ONE UNE DIAGRAM PRESENTATIONS,4\DETAILH\i:/
NO SC^|.r
TYPICAL PLAN PRESENTATION
/;\DETAILffi\:-7
NO SCAtt
UV SYSIEI'
JUNCIOT,T SOX
t.B cot{DulT
RTTING
L(}.IC RADIUS
naow (T)")
BUSHING
YiIIH CROUNO LUG AIID
tro A|YG cRorJr{D wRE
TO PANEL GROI'NO
l.
co{oufis As
REQ{JIRED PER
ONE UI{E OIAGRAV
COR€ ORILI D(SNNG
SLAB AND II{STAIL
CONDUITS PRIOR TO
POURING EQUIPIIENT
PAD. CoRE DRLI. SlrALr
BE r/4 rNCs I.^RC€R'tH^l{ @ftoutT o.D. AND
s€At.ED W|TH NON-S Rtt.|K
GROIJT AFIER COI{OUIT
INSTAIIATIOI{.
//:\DETATL@
NO SCAII
I
I
I
t
I
I
I
t
I
I
I
I
I
I
I
I
( ] ) CONTRACTOR gIAIL RE}'O\E EXSING ORCUIT SREAKER UNIT-- FEEOING IHE SUMP PUUP AXD RECO'{NECT EqUP ENT TO OI{E
OF THE NEYI BREAKERS HEREX. COI{TRACTOR SHAU. N'RNISH
& INSTATI A NEW TWN CIRCUIT EREAKER UNIT COTIPITTE WlH
DooR. OPERAIIIIC vECHANlsrrS. NAIEPLAIES ONE,l0 AIIP ANo
oNE 30AXP, JPOrf, €0\0LT. 420004tC C|RCUT gRE XERS.
INSTAI,]- IN MCC-OT. SECT, 6, \ERIFY AI.IP RATING OF CRqJIT
BRSAXER TO BE REPLACEO IN UNIT 6GH OR 5KL
6 pRovtoe coa{D{Jrr AND REeuRED cot{DucroRs As ofnNED ctr{
- TlrE o{€-uNE DTACRAM. RoulE coNoutr BE-ow mAtNG As
sHoYril lN oETAIL CF1. cOrilNECI aL! CONoUCTORS TO Uv
SY$II JJNClrOir 80X
^ND
Uv CO{lROi- PANELS AS REQI'|R€O
BY Tl AT{UFACIURER
fi nourt coNourr
^No
coNDucrfis ro Mcc-Ex- (appRoxtt^rELy t6o FEEI) As orREcrED By IHE
cor{s tRucltoN IANAG€R.
6) nourr cofloutr ANo co{DucroRs ro BLovER pLc caanET- leeenoxurrELv rJo tEcr) As DTRECTEo ay rHE
CONSTRUCTION MANAGER.
t s )
^PPRoXIIAIELY
100 ltllERco}lN€cnot{ CONOUCToRS PR0\,!0E0
- BY THE yANUFACIURER. CoI{TRACTOR sHAI.I INSIATI THE
CONOUCTORS ANO 1ERTIINATE AS REQUIRED BY THE
lr AflUFACTURER.
6o) unrurtcrunm gJppum DEVcEs slrALL aE coNNEcrED To
- IHE uV s}sIEM JJNCTIoN 8ox As REQUIREo BY THE
lrANUFACIURER,
2 ozo{E
oEslRucT
UNITS
ozo E, GA{ERAllOt-. ROOtl
:a:::::
:r:l
: I :,
.
. SLIDE GAIE
:
I SUMP II PuxP
I
EXISNNG C(T ;.1
3c
SLO|NER^CO}|lRor
PAIFL G)
i
r!*
E=AtR
COIIPRESSOR
PARTIAL PLAN
3/8- -1'-o'
-Xr6",4Pgt7'Ea
-7 -6 5 5
=u d v 5
t-Hgz6
=a
t
=HXz6
>6
ONE LINE DIAGRAM
(P^Rn^L)
ELECTRICAL
PLAN AND ONE LINE
EAGLE RTVER WATER &
SAITITATION DISTRICT
W N AND
DWELL
R COLORADO
. UNE IS 2 INCTIESF AT FUf sE--------1
(f, NOT 2'-SCAE ACCOROTAY)
PRo,r ro---2L295-
ORATN{ BY GATI
OES|CNED BY OM
orEcx@ BY _
clrEcxE) 8Y
.\
TOWN OF VAIL DEPARTMENT OF COMMLTNITY DEVELOPMENI'
75 S. FRONTAGE ROAD
VAIL, CO 8I657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 846 FOREST RD VAIL
Location.....: 846 W FOREST RD
ParcelNo...: 210107209001
Project No :
owNER EAGLE RrVER V{ATER & SA}rrTATrOg/O5/2O02 Phone:
845 FOREST RD
VAIL CO
8L6s7
License:
CONTRACTOR A.K. EI.,ECTRIC 09/05/2002 Phone: 97o-390-3258
2103 ZEMATT I,ANE I]NIT 2103-A
VAII-,, CO
8l_5 57
License:117-E
APPL,ICANT A.K. ELECTRIC O9/O5/2OO2 Phone: 970-390-3258
2103 ZEMATT I,ANE UNIT 2103-A
VAII-,, CO
al657
License: 1l-7-E
Desciption: ADD NEW STREET LICHTS
Valuation: $3,000.00
E lectrical------>
DRB Fee---->
InYestigation-->
Will Call----->
TOTAL FEES-.>
Total Pemit Fee---->
Pa)ments--------------t
BALANCE DUE.--->
os/05/2002 DF Action: AP
:-".-:I--:-:-.-:-:--::-1"--:"-:"TTH********.****t*|.,}'t1.***+,}*+.+l':i*l******+++++*,i******++l,}|+++x****,t*+*++*.+*******
CONDITIONS OF APPROVAL
Cond: 12
l"--1*"*'-;]-;.-T-::.?--lT.::-:::.1.:::--T:-:-::-".*::.J:--:-:"*:.1-,:::-..::*"-:-i:y.:::T::**********,*******,!{.:}+,+**.****
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.
O*( 0,( A
WJz.T(e-,rr#
Permit #: E02-0171
Status...: ISSUED
Applied..: 09/05/2002
Issued. . : 09/27/2002
Expires . .: 03/26/2003
s54 - 00
90.00
$5? - oo
Total Calculated Fees->$s7.00
(,P*
Additional fee5-------> ( S57 . 00 )
$0.00
s0.00
$0.00
Item: 05000 EI-.,ECTRICAL DEPARTMENT
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV FROM E:00 AM - 4 PM.
OR CONTRACTOR FOR HIMSELP AND OWNET
APPLICATION WILL ilOT BE ACCEPTED IF INCC
\
. yL,r\.rrErf ElJ rF rNcoMpbffjl;1ronn.o
Euitding permE
Efectrical permit *:910-4:Ilyat49 tnsnoNVNnvytn
l:'1 [tHnnYi.,,
ConEct YVV.-{wo o*to
"tg7o-s2 or uistt for parcet #
I
d COMPLETE ffi
JobAddrees: G
Address-]
.!v.^,n.,E..n,aF
€ Exterior f l n'.rx r r o*r.r EHU "l
No.of ExisfinrD,".@ No.ofAccomm"o@
for g hot tub: yes
Yes( J---M es( ) N"T
rolsa FrrN sTRucTURE:
ETECTRICAL VAIUATION: g .oon /€''
COilTRACTOR IT{ FORTIIATION
Contractoll
(
****t****t*aa**t*****
tt
-:f eveqoney'fu mgeleeerm
.TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2738
Job Address:
Location.......:
Parcel No....:
Project No . :
OWNER
APPI,ICAI{IT
CONTRACTOR
ADD/ALT COMM BUILD PERMT
890 S FRONTAGE RD WEST VAIL
SOUTH OF 934 S. FRONTAGE WEST
210312109002
PRl01-0310
o8/L7/2oot Phone:TOY|IN OF VAIIJ
I FINANCE DEPT
75 S FRONTAGE RD
vArr, co 81657
L,icense:
VATI., RESORTS (VAII-, CORP)
P.O. BOX 959
AVON, CO
A/K/A vRD coNsrRucrroN co.
License:
VAIIJ RESORTS (VAIL CORP)
P.O. BOX 959
AVON, CO
A/K/A VRD CONSTRUCTTON CO.
I-,icense: 115-A
oB/L7/2ooL Phone:
84620
08/L7l2OOt Phone:
81620
Desciption:
CONSTRUCTION OF A TINDERGROUND VAULT WHICH HOUSES 2-7srflfngunf
PUMT€
Occupancy: U-2
Type Construction: V-N
TypeOccupancy: ??
date
Valuation: $200,000.00 Add Sq Ft:
# of Gas Appliances:
Wood Pellet; **t* FEE SUMMARY
Fireolace Information Restricbed:
Bu dhg->
Plan Check->
lnvesdgation->
Will Call-->
S1 , 140. 00 Restuarant Plan Review->
$?41. oo DRB Fee_-.-->
$0.00 RecreationFee-->
$3 . oo Clean-uP DePosit->
TOTAL FEES-->
$0. 00
90. 00
$0. 00
$s00.00
92,384.00
Total Calcu.lated Fees- >
Additional Fees->
Total Pemdt Fee->
Payments--->
BALANCE DUE->
$2, 384 . 00
($300.00)
92, 084 . 00
92, 084 . 00
90. 00
._ llVt,l LwLr/^t+>
DEPARTMENT OF COIVOVTUIWTY DEVELOPMENT
NOTE: TFIIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
Permit #:8;01-0246
ISSUED
08/17/2001
0e/1.4/2001
03/13/2002
970-845-2354
TOV/Comm. Dev.
#of
Clean-up Deposit Refund
approved v<-
# of Gas togs:
Jzc-'1-e-a"l.. .'Lf*F
ayz( Rc Lt-d-r^JApprovals:
IEe.m: 05100 BUIITDING DEPARTMEN|
o9/o4/2OOL GF(G Action: AP
engineered plans .
Item: 05400 PLAIiINING DEPARTMENT
Itern: 05500 FIRE DEPARTMENI
work EO as per
f,temr O55OO PI]BI-,IC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information require4 completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the infomration 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, Unilorm Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
SIGNATURE OF OVVNER OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
Permit #: 801,-O246
CONDITIONS OF APPROVAL
as of 0618-2003 Status: ISSUED
PermitType: ADD/ALTCOMMBUILDPERMT Applied: 08/77/2007
Applicanf VAILRESORTS(VAILCORP) Issued: 09/1.4/2001.970-845-2354 ToExpire: 03/13/2002
Job Address: 890 S FRONTAGE RD WEST VAIL
Location: SOUTH OF 934 S. FRONTAGE WEST
Parcel No: 21.03121.09002
Description:
CONSTRUCTIONOF A UNDERGROTIND VAULT W{ICH HOUSES2-7sHP
PUMT€
Conditions:
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0004976
(BLDG.): WHEN NEW ELECTRICAL LINES ARE REQLIIRED WORK MUST
BE DONE BY A LICENSED ELECTRICIAN AND A SEPARATE ELECTRICAL
PERMT IS REQLTIRED.
Cond: CON0004989
All work is to be in accordance with approved engineered
plans.
+ + * ** * * ** * + + *t + + + +* +*** + * * ** + * * ++ + +** +* +*** *+ f * * * ** * * * * ** * * * t* + * * ** * * * ** * * + +* * * + *t + * * + * * * +t +
TOWN OF VAIL, COLORADOCopy Rcpdntod on ll6'1&2fi13 rt ll:ft:36 06/1812003
Statemeot
+ + * * * * * * * * + * * * t + + + * * * + * * ** * ******* * * * + + ** * + * * * * * * + * + * * * * * * * * * f, * * * * * * * * * * +* **+******f **** ****
Statement Nuriber: R000001364 Amount: $2,084.00 09/LO/200102:00 pM
Payment Method: Check Init: ITRM
Notation: !62060
Permj.t No: 801-0245 114>e: ADD/A],T COMM BUIIJD PERrtr
Parcel No: 2LO3L2IO9OO2
Site Addreas: 890 S FRONTAGE RD tfEST VAIL
Locatsion: SOUTH OF 934 S. FRONTAGE WEST
Total Fees: $2, 084 .00
This Payment: $2,084.00 Total ALL' Pmts: $2,084.00
Balance: S0. O0
* * * ** * * ** + * * + {' 'f * * + + ** +* + ** +* + * * ** * * * * ** * + * * * * * *{. + ** * * + * | + * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * f,
ACCOUNT ITEM LIST:
Account Code Descriptjon Cunrent Pmts
AD D2-DEPOB CLEANUP DEPOSITS 2O3.OO
BP OO1OOOO3111iOO BUILDING PER}4IT FEES 1,140.00
PF OO1OOOO31123OO PLAN CHECK FEES 741.00
FoLOD'o
3
EI
o
rFlo,o9.odrto(3t
?
oat
lrntIEt8oITHHctq!EEllqOA
T
a4
cE
El0
EIt
g
.t
6I
o
LoooEE.H
+to('A>F
.{lOA!l
I
6l
I oo
al
6
BHo-
A
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F
,Ea)F4,!
aE
E.
ficI
(,F1.o
j
0
EE
EB!IE'
cI
Ea
EE
ET
B|(
E
BE
iEH'
EEo
Fl.H2q|D
t3A
I
Ei
IH
a
xtr
6t{l|
t{H6ao2A
cBI{8 PE
H f;8
oH
F.oDo
!lH4
I
FEITc
2
I&
:.Hq|ITo
*
::
dD
ataI>
HIE4EaE| dro tot !i oe.!.H
y /il LeL 1,n-.{- D
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL,CO 81657
97M79-2138
ADD/ALT COMM BUILD PERMT
Job Address: 846 FOREST RD VAIL
Location.......:
ParcelNo....: 270707209001,
ProjectNo.: ??
Appl,rcAlft uppER EAGLE vAr.,LEy coNs Drsro3/!4/a996
846 FOREST ROAD
VAIL CO
4L657
Permit #: 8)6100.20
Status...: FINAL
Applied. . : 03/74/1996
Issued...: 04/01/1996
Expires. . .: 05/09/2002
Phone : 30347 67 48O
TOV/Comm. Dev.
License:362-B
CONTRACTOR UPPER EAGLE VAIJLEY
845 FOREST ROAD
VAIIJ CO
81557
License:. 362-B
OIIINER IIPPER EjAGLE VAITLJEY
DIST
PO BOX Y
AVON CO 4L620
License:
DEPARTMENTOF CO DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
o
MMLINITY
AIso is CONTRiACTOR
coNs DISTo3/L4/1,996 Phonel. 3034767480
Also is Applicant
coNsor-,rDAo3 / L4 / L996 Phone :
Desciption:
2ND FLOOROFFICE REMODEL & ADD EXTERIORSTAIR
Clean-up Deposit Refund
approved
amount
date
v<,
0
0 # of Gas Iogs:
Occupanry:
Type Construction:
Type Occupancy:
Valuation:
Fireplace hformation:
Buildlng-1
Plan Clrcck->
Investigation->
will call->
82 B2
V 1-HR Type V l-Hour
??
$104,000.00
Restricted:
S?55. oo Reshrarant Plan Review->
5491.40 DRB Iree->
So. oo Recreation Fee-->
$3 . 00 Clean-uP DePosit-.>
TOTAL FEES-_----_>
Add Sq Ft:
# of Gas Apptances:#of
Wood Pelleh ****** FEE SUMMARY
$0. o0
$100.00
90.00
$500 - o0 PaYments->
s1,8so.40 BALANCEDUE->
Total Calculated Fees->
Additional Fees-..-->
Total Perurit Fee->
$1, 850.40
90. 00
$1,850.40
$1,850.40
$0.00
Approvals:I€EM: O51OO BUII-,DING DEPARTMEII1T
03l14l1e96 DAII
03 /L9/L996 CIIUCK
IIEM: O54OO PI,ANNIT{G DEPARTMENT
03/1411995 DAN
03/L4/1-996 RANDY
NOTE CHUCK.PI,AN EXAI4INER
APPR
NOTE RJANDY-PI,ANNER
APPR see conditsion
Action:
Action:
Action:
Action:
Item: 05600 FIRE
03/14/3,ee6
03/27/Le96
fire alar
DEPARTME}flT
DAN
i'EFF A
Action: NOTE
Action: APPR
Action: APPR
MIKE-PI,ANS
apprved recomd
Item: 05500 PUBIJIC WORKS
03/L9/L996 CHUCK
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECflON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR ATOUROFFICE FROM 8:00 AM -4
PM.
SIGNATURE OFOWNER OR CONTRACTORFOR HIMSELF AND OI^/NE[
PAGE 2
Permit #:896-0020
CONDITIONS OF APPROVAL
as of 06-1&2003 Status: FINAL
PermitType: ADD/ALTCOMMBTIILDPERMT Applied: 03/1.4/1996
Applicant UPPEREAGLEVALLEYCONSDIST Issued: 04/01/1996
3034767480 To Expire: 05/W/2002
Job Address: 845 FOREST RD VAIL
Location:
Parcel No: 210107209001.
Description:
2ND FLOOR OFFICE REMODEL & ADD EXTERIORSTAIR
Conditions:
Cond: CON0001007
No exterior changes other than the external stairway.
Cond: CON0001008
SECOND LEVEL BATHROOMS MUST COMPLY WITH CHAPTER 11 OF THE
7994IJB,C
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQTIIRED BEFORE ANY
WORK CAN BE STARTED.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
,-z
*{' + * * * * * * *+ * + * + * * * * * * * * ** *+ + * * * * * * * * * * * * * * * t **+ * * * tf + * * + * * * * *t{r*{' ** {. ** +* * * * **** * * * ** * * * * * ** **
TOWN OF VAIL, COLORADOCopy Rrprhtcd on llGl&2Olll rt 15:14:ll 06/r8t2003
Statement
+ + * *+ + + 'i** * * ** * * * *+ ***+* + +*++*+**** * * **** ** ++ *i * ** ++ + + + ++ + + +r|+ ** + ++ +{. * * ** **** * * * ** * * t ** * *** *
Statement Nruiber:REC-0r.19 Amount.: $1,850.40 04/0r/199602:33 pM
Paymen! Metshod: CK Init: CF
Notation:cK #021710
Permi t No:
ParceL No:
Site Address :
Location:
This Payment:
895-0020
2\070720900r
845 FOREST RD
Ilrtr)e: ADD/AIT COMM BUILD PERITIT
VAII,
Total Feea:
Total AIJL, Pmts :
BaLance:
$1, 8s0.40
$r-, 850 .40
$o. oo
$1, 8s0 .40
:i 'i +* ** ** *,i,i **** * ** * + *+ * * + *+ * * + ++ + * {l ++t + + + *+*+ + * + ++ + *:+:i +* * * **+ * * * ** * * * ** *,1* ** * * ** * ***+ * * * ** **
ACCOUNTITEM LIST:
Account Code Descn ipti on Curnent Pmts
AD D2.DEPO8
BP 00100003111100
DR 00100003112200
PF 00100003112300
|'lc 00100003112800
CLEANUP DEPOSITS
BUILDING PERI"lIT FEES
DESIGN REVIE!\l FEES
PLAN CHECK FEES
I.IILL CALL INSPECT]ON FEE
500.00
756. 00
100.00
49t.40
3.00
oo
<;
rtsoaOD'o0-oa
6
II3I
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frfr8
TOWN OF iiAIL '
75 S. FROTiTTAGE ROADVAIL, CO 8L657
970-479-2L38
DEPARTI,IENT OF EOMMT'NITY
NC,1fE: THfS PERMfT MUST BE POSTED
ADD/AIT COMM BUILD PERItrT
ilob Address: 846 FOREST RDLocation...z 845 FOREST RD WATERParcel No.. : 2LOL-072-09-001Project No. : PRiIo0-0154
OhINER E,AGLE RIVBR WATER AI{D SAIVTTATION
DISTRIqT, 845 FOREST RD, VAII., CO 81557APPIJICAI\If WESTERN ST]MMrT CONSTRUqTORS
DSVELOPMBNT (
G^-^\ C.. t\ot Z]9
Lot s\ -
ON iTOBSITE AT ALL TIMES
Permit #: 800-0170
StsaEus. .
TREATApplied.
Iesued..
Bt<pires.
ISSI'BD
07 /20 /2000
08 /Ls /200002/LL/200L
5470 NORTH VALLEY HIGHWAY, DETiIVER CO. 80216coNrRAgroR I|TESTERN SItMMrr CONSTRUqTORS, rNC phone: 303-298-g5oo
5470 NORTII:TLEY HrGI{WAY, DENVER CO 80216
Description:
TREATI|ENI/AERATI ON Pr,ANr
Occupancy: S2
T]E)e Construction: I FR
TIG)e Occupancy:
/PRocEss MoDrFreATroNs
Not. in tsable!lype r Fire-Resistive
Phone: 303-298-9500
llof ood/P€Il,sl:
lolaL Calculatcd Fcc6- - - >1,26.) .OO
Valuation:
Flr6placo Infornat.lon: R€rt.rLcg€d:*Of (116 Appllanccs:
Add Sq FE:
l+of, gas &ogs:
100,000
*tt*r*ir*rrrr*r**..*rat*+r*rr* trrr.r*r**i.ea FEE st uuARy .r*.*r*r*rrriir* itar*rrr*.**
BuildinE----->
Plan Chcck- -- >
Inv.EEl.g.t lon>
t{tll c.Il---->
2,590.00
L,671 .0O
.00
3.O0
.00
.00
.00
.oo
4, 250 . O0
Ra€tuaran! PLrn Raviara- ->
DRB Fcc--------
Rcclcat.ion Fae- - --- - - -- ->
Clcan-tt) D.lrorlt - -- -- -- ->
TOTA'J FBES-'- - -
CHARLIE AcICIIARLIE AcLion
PI,ANNING DEPARIIIEIITCIIARIIE Action: NCtfEAOCHS AcIion, APPRFTRE DEPARTIUENTCITARI.,IE Act,ion: APPRPI'BLIC WORKSCHARLIE AcLion: APPR
Addilional Fcs!------ --- > -3,036.o0
Tot.l Perul,ts Fec-------->
Palmantd--------
BAIANCE DUE.-..
L.224-OO
7,22t.OO
+'rrl r **,rtr*+rrt
rEem: 051_00
o7 /20 /2000
o7 /20'/2000IEem: 05400
07 /20 /2000
o7 /2t/2000It,em: 05600
07 /20 /2000Iti:.m: 05500
07 /20 /2000
BUILDING DEPARTIIENT DepI:HARLIE ACIJ-ON: NOTE PI,ANS TO CHARTTEIIARLIE AcLion: APPR see condiEons
BUILDfNG Division:
DEPT: PI.,AIiTNINGPLAIVS TO AIJLISION
Dept: FIRE
Dept: PtB WORK
N/a
N/A
Division:
Division:
Divisi-on:
r'',itrttt'*ttlt'}...'r'*'**tttt*tt.'lt't'|'**1t'i'.tttttit't*t+t*tt*tttttltt''l|ttt'*!tft'r|*t'rtt,t*'t'trt+!|jittt*tl't''+r'rri?tt.,a'.iiii
See Page 2 of this Documents for any condit.ions t,haE may apply to this permlt..
DECI,ARATIONS
r h€roblr acknorlrdgr tshat I havc rrad thir appllcatlon. fil1cd gut 1n full chc infonacion r€quircd, coirpL.led rr1 accur.ta plot.Plan, rnd .trt6 th.t r1l tshe infortation provldrd as rcguircd is colrccts, I agBcc tso cooply elth th. infonation end ptot plrn,Eo conply ||llh .11 Toln ordlnanct|e and stsalc l..rs, rnd Eo bulld chlE .tructur. .ccordlng to ghc Toyn,E ronLng and BubdLvi.l,oncodc6, dc6Lgn r.v1cr approv.d, unlfor! Butldtng cod. and ocher ordLn.lrcor of chc Torn appllcable chcrctso.
RBQUESTS FoR IN€PaqIIoNg STaALI/ BE IIADE tr{ENT!-fOrrR HOURS IN ADVANCE BY TELEP}|O!{E AT {79-2139 ORt/8:00 Al, 5:00 P
g.nd Cl.ln-Itp D.po.le To: N/A SIO A?SRE OF OWICEN OR CONTRAC'I1CR FOR HI!'9ETJF I!{D OWNBR
************!t****!r**!t*:t*********************************************************
COIIDITIONSPermlt, #: 800-01 70 as of og/Ls/oo Status: rssUED********************************************************************************
Permit l\pe: ADD/Ar.,t coMM BUILD PERMTApplicanE,: EAGLE RIVBR vtATER AND sAr{rrATroN
3 03 -2 98 _ 9500
Applied: 07/20/2OOOIssued: 08 /L5 /2000To E:cpire : 02/1,L/200L
Job Address:
LOCATiON: 846 FOREST RD WATER TRE.ATMBNT PI,AI.ITParcel No: 2101-072-09-OO1
DescripEion:
TRE,AI!,IBIU/ENNEITOW PLAIiIT /PROCESS MODI FI CATIONS
Conditione:1' FIRB DEPARITIIBNf APPROVAI Is REQUIRED BEFoRE AT.I.:T woRT cAI{ BE
STARTED.
2 . FTEIJD rNsPEgrroNs ARB RBQUTRED To cHEeK FoR coDE clctlPI,rANcE -3. A_final report from t.he mechanicar and erect,rical engineersof record is.required prior to final inspect.ions occirring4. This permit is good for interior work. Any exuerior chang6erequi.res DRB approval .It is propoaed E,o add one nertr air int,ake on roof .Any addibional- roof top equilnrent must, obtain prior DRBapprovalA eeparat.e mechanical and elecErical permit, rnust be obtained
*a*tl}ttt*tt*tt+*f**tt*tt,ttrl*titit*tt*itt*ti*rr*t*rtt*rit:l**trrtr*
TOrN OF VArl,, corJRAm gtateu|nt
tttl**ttt**tt*t*it***rt****t**t*t+l| *itt***tirr*ri**r!**i*ttt*rttt
gtatemnt l[umber: REC-O666 Amount i 1,224. OO O8/t5 /OO 74 :4OPalmenB Uethod: 19103 Not,ation: ffEgTERt{ AIT UIT Init : iIN
Petmit No : Bo0 - 01?0 Type ; A_clDlrttr! ADD/ALT Cptot BSTIJD p
Parcel. No: 21OL- O?2 - 09- OO1glte Addresg: 946 FOREST RD
Locatlon: 846 FoREgT RD WATER TREA'ITI{ENT PI,AMT
Total Fees: L,2Z4.OOflr16 PaynenC L,224.0O Total AIJIr Pmts:
Balance :
L ,224 . OO
*a**|}ttat*trtl*t**tt*ta**aataia*tl*+**rl*a*tt**.*a**t*a**ar*a,ltaaa
Account Code Descrlpt.ion
BP OO1OOOO31111OO BUILDING PERIiIIT FEES
PP OO1OOOO31123OO PIJAN CIIECK PBBSgC OO1OOOO31128OO I|ILL CAI,IJ INAPBETION FEE
.00
AnrouDt
740.00
481.00
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS
Project #:
Building Permit # 8,60- OnO
97 O- 47 9 -2t49 (Inspections)
MVNOFVAIL
75 S. Frontage Rd.
Vaif, Colora-do 8a657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Contad Assessorc Office at 97O-328-854O or visit for Parcel #
l"*J! #ffizo Ttotctla^ol ool
3s6 Nl.r., VAr L ilLftf A{E Pdl]$J
r1oPtFta"l--flo^t<-JobAddress: flt- fi4P37 P-)
l/a-, r' la Bl/-r:1
Legal Description ll Lot: ll Block:Filing:Subdivision:
Owners Name:F rz_\. t t st-)ootSE'r*to" PJ Jo,e to Phone: 4tu- 41b - 14 &
Architect/Designer:Address:Phonel
trngf neer:rl l--{-? ?t (trt,iFV? tL(Address: #IlffAt.rJ;?" ll Phone: b11L4_ ts,)
Detailed description of work:rl. | .lLk<srz- Lls-rr--.2 le=:,;ago--r-HoDlFl(-cl-r^,tl< Tc> [*aur ^-=r -
-T-e*^rr..np-r-t1-
Work Class: New ( )Addition ( )Remodel ({ aepair ( S oemo(-t' Other( )
Work Type: Interior ( ) Exterior ( ) Both (r7)Does an EHU exist at this location: Yes ( ) No ( -f
Type of 8ldg.: Single-family ( ) Two-family ( ) Mutti-family ( ) Commercial ( ) Restaurant ( ) Other (-J-
No. of Existing Dwelling Units in this building: ,.a7U No. of Accommodation Units in this buildinS:
^a
/O
No/TypeofFireplacesExistinq: GasAppliances( )GasLoqs( )Wood/Pellet( )WoodBurninq( ) N/N
No/Typeof FireplacesProposed:GasADpliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurninqfNora[l6Wfot
Does a Fire Alarm Exist: Yes (t) No ( )Does a Fire Sprinkler System Exist: Yes (t'J No ( )
CoMPLETE VALUATIONS FOR BUILDTNG PERMIT (Labor & Materiats)
t
CONTRACTOR INFORMATION
BUILDING: $ lql. ooO ELECTRICAL: $ Zll gA OTHER: $
PLUMBING: $ ru/a MECHANICAL: $ ZG h@ rorAl: s 41/#/b
REFUND CLEANUP DEPOSIT TO:F'/aa. aso a)
General Contractor:Town of Vail Reg. No.:and Phone #'s:
5GoPor'_
**:?****'k********tr*******,t**************FOR OFFICE USE ONLY**)t****^!***:t+*******r.***************-!
F:/everyone/forms/bldgperm
,/
JuLy 22, ZW5
Mr. JRMondragon
Town ofVail
Building Department
75 South Frontage Road
Vail. Colorado 81657
0oo- ot?o
Town of Vail
OFFilSE COPY
Subject: Vail Wastewater Treatment Plant Aeration System Modifications.
HDR Project No.08432404450
District Contact No.99. 1 5.032.
Deer I\'1r. Mcndragon:
We arc sanding you this letter at the request of Tom Gordy with Westem Summit Constructors,
Inc. Apparently there is a permit still outstanding with respect to the above project. According to
Mr. Gordy the Town of Vail needs a letter from ttre consultant stating that the project was
completed in accordance with approved plans and specifications.
Based on my knowledge of the project and discussions with the chief plant operator all
contractual obligations by Westem Summit have been fulfilled and the prqject was completed in
accordance with the contact documents.
Ifthere are any questions or corrments, please call Bob Rogers at (303) 764-1543.
Sincoely,
HDREngineering, Inc.
64dx6r
Bob Rogers //
Project Engineer
lo,
J0
lzt
rt
1
r
t
TO!n[ OF V?irL I
75 S. FROITITAGE ROrl.r-rvArL, co 8L55',7
97 0 -479 -21,38
. : ::,.,',,.,.-?lijiNT OF COMMUNITY DEVELOPMEMT
l:lOTi ":riiii -:t:,::r.-_'i MUST BE POSTED
Di.:i.-,. {,):: I,,ART/ALL BIIDG.
J,.. ' ..i1r1....,-'::l*: ii+6 FOREST RD
l-r.. t-,lll: ;.;,;6 forest rd
F;, ,'.r,r. i r..r ::)0L-072 -09-001
?-- r' e'al': ir[:;,. : P-1?..]00-0154
T!-$. .i Fire-Resistive
ON \TOBSITE AT ALL TIMES
PermiE. #: D00-0029
Status. -Applied-
fssued. .
E>cpires.
rSSI]ED
07 /L4/2000
07 /L4/20O0
oL/LO/20OL
APPLICANT
corfitRAcToR
OWNER
Description:
demo interior hra-L r s r i:: ',,ii,..r
Occupa.rr:'.' t
I]pe Constrr:<:t-rt-.r: :
Tlpe Occupall{,r',.':
Valua;.ion:
Firepl.ace Informaiio:1: Restr_:cl-d:
WESTF:rllI i' ii4T'r r1,.rii5l-:rit-ICTI'iORS. INC Phone:P.O. BOX f.i'z':.. S',:.:li\L4i3OAT SPRINGS, CO 80477
wEsTFrtri:i i ': ]iIIT rliri:{s'i'RTJCTORS, INC Phone:
P " O. l,lo'{ .,,:i.i r i:;i1l jliOAT SPRINGS, CO 80477
EAGi,F 'i.i ' t,',-'''i. - ':,i,il SANfTATION
nISTF_I.J,i, ;..- ,-:,..11.',1.i,,:, ,<r), VAIL CO 81657
:,_rr, a,.!, :r,,-iFliances:
Add Sq Ft:
*Of cas togs I
303-298-9500
3 03 -2 98 -9s00
*of wood/Pel1er:
a,ril,aiFd------
Plan check-- - >
ftvestiEation>
will call---->
Total calculated Fees--->
Additional Fees--------->
Total Pefini-t Fee-------->
Palmenls-------
1:,.1
. j)
,1 .Cil
.00
- 00
.00
.00
36.O0
.00
36.00
3 6.00' . ;";:1",..;."--;".:;;;:........-"-ll;11".-.".":i:fl::-:H.;;;;;;;:;;;;:.".-.."."".-;::"""
Item: ..;l Crl !i J.".. ,rr, '.., ':r.'tt,iH;ij'I DepL: BUILDING Division:
O'7 /'j-4t ll'-10i. .'Iil"..i--, 'i' ;-. ;;11 .. .:-rlPR charlie daviBftb.m: .oaqau ?;).'.::.',. i-i. r,-.j::"-1.l-l-rrl'i Dept: PI,ANNING Division:07/L|/?]DA CI3-: , : .\c' .'i.. aPPR n,/aILem: 05600 Ffij:: :idP,:r.R'l'i4Et'lT Dept: FIRE Divisi-on:
07 /L4/:qaa ::v.?. l,.,- ,; : 43?R n/aItqmi .q5500 ;,aits:.,. : .,rij.-i'.: Dept: PUB WORK Division:
Oi /L4/2I0C :ii.l,R.r 1:rl l'-'r:: r -i'PPR n/aItqm:' .c=ic:') ::"iiv- . r-iii.:"'l-i,,-, :-;j.i-:,TH DepL: HEALTH Division:
07 /1-4 /2tJ0D C..:-A-lill,.' .:..*:::.'.r.: .:jll-rR n,/a
f t .m: oig0ir ..,1Q.-' Dept: CLERK Di-vision:
07 / 3,4 i 21 0 t' ,:. '-'',.i-l .:r' . 'r - : ::.?PR n,/a
t, * * * ** t * * *:.* ' {
See Page 2 af t!,Ls ). - 1,,-,::!: .:';..-' ;..i,,. conditions thaL may apply to Ehis permiL.
T,TECLARATIONS
I hereby acknop-edge rhac 1 h'l.'e -r::a , ,'.. s !.-::. i,:,:ri. iilied .rut in full the infarmation required, coupleted an accurat.e plot
--- -:.= l-j -r:, , l--! '-. . .r .e.,rr:ed is correeE. t agree t'o colnply llilh Lhe infodnatsion and plot plan,
co conpfy wiEh atl Trvri orc-,1:..r. :: ! r--1d this st1'ucture according to the Town's zoning ahd Eubdivieion
codes, desigrl revi.r!, : irli,:-v:: il I-:::-: r' I il.,:r<. :.r,.. ,j :.'--"r=r ordinances of the Tosn appLicable thereeo.
REQTTESTS FOR Ii:JSpEC-"IJ1: S,'_\!,- -r r-l,._i : r'': ',. .'r ': - _: : 1rlJlilNCE BY TEI,EPHONE AT 479-213S OR AT OUR OFFICE FROM 8:0O AM 5:00 pl,|
send Clea.l-U-r 'Fposr!- ir: .
E artL* EerJrsp
SIGNATURE OF OI'NER OR COMTRACTOR FOR HIMSELF AND OWNER
**********tr** t i -r ,l J'r "i = .' . -' t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
'Ji)NDITIONSPermit #: i-,-,-,-,-,,,I :,,.| af 07/14/00 Status: fSSUED
*********tl*t'- lrn t*,' i: r ' k. . i i * * * * t( )t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Jr * * *
Permit 'I-:/p,. - lrT';. t. , .-i ' lr:i i'1r]. Applied: 07 /I4/2OOAApplican". : hiE r' ';r.' l',ir,:, ' '' :'.'; , ,:-1JCTORS, INC Issued: 07 /L4/20A0
-i;:i . .r:: , To Expire z AL/LO/2OOL
.fob Addres,: :
Locatitft.:: r-l u : ':,.1 ',1
Pdrcel N,', :r i . -r lt ''
Descript:u:' ,
demo ince.,-'i-D-r:' r..",-:.-.-.r-; :r.:, :.r-r .,.,..
Condittr on,f
1. FTRE .-r,ii,''.i:. '",:1.'" '\'.)) .. :'.'-.., REQUIRED BEFORE ANY WORK CA$T BE
S'I'AR'.. i].
MAY-II-CO
MTfiOPYAIL
75 S. Frontase Rd.vail, ColoraAo 81657
1S.4El FROM . TOV-COM-DEV-DEPT.I O.97cl47sl2452
APPIICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:
97 f'.47 9-2a49 (rnspecti ons)
TOWN OF VArL BUTLpTNG PFRM.rr AppLTCATION
Seperete Permits ere required for electricel, plumbiog, mechanical, etc.!
PAGE 2/ 7E
Conhct llsrespts Ofre at 970-328-8&0 or w3it
coltPLETEVALUATIoNS FoR BUrU)rNG PERMTT (tabor & Materials)
+**FOR OFFICE USE ONLY*"**-*****t******rr***
# ztosr2zo3ozo
Job NameVail !f,I/VTP Aeiation llodif icatio gobMclress:846 Forest Road Vai1, CO' ' g1
Phone: ,o3. +b;4 _ E z
Work Cass: Nev'/ ( ) Addition ( ) Remodel (vt Repair ( )
Does an EHuexisfa-t tnis location: Yes ( ) No ('-tWortType: Interior( ) Exterbr( ) Eoth(;
Type of Bldg.: Sangl+family ( ) Two-family ( ) Mufti-famiiy ( ) Commercial ( ) Re*aurant ( ) Other (",7'
No. of Accommoctation Units in thb building: / /eNo. of Existing Dlvetling Units in this buildin$ t{/4
Gas Appliances (o ) @s Lms (o
Does a Fire Alarm Exist:a Fire Sprinlder Systent Exist: Y6 (€1 No
ELECTRICAc I 342. E@BUILDING: $ lfl, aO t
TOTAL: $ l,lfg-oaoMECMNICAL: { zL,oocs
REFUND CLEANUP DEPOSIT 11):
CO NTRACTOR IN FORMATION
Contact and Phone #'s:
', 6,o/ r>v <o3-Z?3 -?5dO&€11EEN Atman (
Town of Vail Reg. No.:
'A " Ltgarrr42' 'tro7 11
F:/evffifonnYudgperm
fficDJUN L52000
TOWN OF VArL75 S. FRONTAGB ROADvArL, co 81557
970-479-2L38
DBPARI!,TEIIT OF COMMUNTTY DEI/BLOPIT{ENI
NOtrE: 1IIIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELEEfRICAI. PERMIT Permi-t. #: 800-0153
status...: ISSIIBDApplied..: O9/Lo/2OOOIssued...: 08/LO/2OOOExpires..: 02/05/20OL
APPIJICANT }|ASTER ELECTRIEAL COriITRACTORS PhONC: 303 -7gL-42L59822 TrTAN PARK CIRCTJE, I,NIT A, IJITILETON, CO gOL25coMrRAqroR IIASTER EtEcrRreAL coNTRAeroRs phone z 303-79L-42t59822 TrTAr'I PARK CTRCLE, IrNrT A, LTTTLETON, CO 80125OWNER EAGLE RI\TER WATER AND SA}IITATIONDrsTRIer, 846 FOREST RD, VArL CO 8l_65?
Deecript.ion: ELTECrRICAII FOR ARBATION SYSTEM Valuation:89, 900 . 00
rrrtrrtl'rtrtr,t.t'l'r.+t*ttttt.tttirt,r.'ri,r.'r*ttrr.r*.rrrrrri pEE gouttA.Ry *tir..rt!rrrrr.rr*rrrrrrr.rr,rt*r
ilob Address: 846 FOREST RDLocation. . . z 846 FOREST RDParcel No. . : 2LOL-072-09-001Project No. : PRrI00-0154
1.59O.00
.00
1,590.0o
r,590.00
.00
!ri't'ttt*"ttttt*tt**tttrttttrtt ttlttiltttatttttttrrrtaatttttrttt ttttrtatrrattttt.rr rat*ttrl!rttttrtIra rrartt tttaJrrtrrirracIttrtrfo*r
Itqmi .960q0_EI,EgTRrcaL DBPARMN:I DepE, BUTLDTNG Division:
98 / L0 /?goa cEAEtrE -ecc-ion :- AppH-ctrlRr,rs DAfiS-rr€m:'0s500 E_rRB_QreeFfrnui ----- -.. ---- -'b6frc: FrRE Division:08/LO/20O0 CHARLTE -AcEiori; AppR N/A
t***t ' t**t+** t\' t+o*****l a *r*1**tt,|t*ta*tta*t**** a *f*+r*ar a *rr* rrr ta alrtr*t.ra aattt**r*arrr*r1r**+rr*tt9r**+*r r*Jr,rriar*r**r*rrr*t,,
COIIDITION OF APPROVAI,
1 . FIEI.,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE.
ttttr**t**lttii *tta.**r+rtt**ttti'rrt*t***a*r *i*,r*r*rr*rar*r*trrr.rt *r*rirrlr**+
DECI.,ARAITIONS
r hercby rckno,Iodgc chac r hav6 rsad !hi.€ appllcaEion, fi11.d ou! ln full Eh! infomation r6quircd, conpl.ted an accurqce plotplBn, and st'cr thtc ill thc inforutslon provld6d E. rsqulr.d Ls corloct.. r agE.. Eo cdpry rlth t'hc lnforurtlon anal proc prrn,tsg conply vith all aoxn ordlnrncog and gtate lars, and !o build ehi6 Bt!.uctur. accordlng !o thc Torn,. ronlng and.ubdlvl.6ioncoder, doligtr revLar epprovcd, Uniforu auilding co& and oth.r ordin.nc6. of the Toyn applLcablc !hor.co.
RIQLA8TS FOR IIaPECIION9 axALL BE UADE TI|E*T!-FOUR HOttRg IN ADVAIICE BI TEITEPHONB AT {?9-2139 oR AA OUR OFFTCA FRo!.r sloo xrl sroo pr
glccgricrl--->
DRB Fce
hvo.tig.bLon>
WII-1 celL---->
TOTAJ. FEBS.-->
1,587.O0
.00
.00
3.O0
1,590,00
Total C.lculalcd F!.s-- ->
Additlonal, Pce6- -- -- - -- ->
ToEal Pcrrrit Fcc-------->
P.yucnt6 - - - - - - - -
AAIAIICE DI'E-. -. -
*t*ttt*t**ata***t**tat**t**itttt*t*tittttttt*trr**tt*aa*rli***tt
$oIfN oF vArIJ, COToRADO gtatemnt
at*tttt***l*it*itit**t*ttt*tail*tt**trliltrft*itlr**rrrrrrrtttar**i*
Statennt Nrrfiber: RBC-O66S Amount: 1,S9O.oo OB/14/oO 13:53
Paynent tlethod I 1O9S9 llotatlon: UASTER EITBqIRICL Init: iIN
Permlt lto:
Parcel tfo:
Eite Addrees :
Locatlon I
ltls Pa)rnent
800-0153 TlDe: B-ELEC ELESrRICAL pERltrT
2101-O?2-09-001
845 FORBST RD
845 FOREST RD
Total FeeE 3
1,59O.00 Total AI,L Prnts:
Balalce :
trtalliittt*ttt*tt+*i*ttt**tatrtattat*+a*r*r*t*?***r*aarrr**rr+*t}r*
Account eode Deacrlptlon
r-,590.o0
1, 590 . 0O
. o0
Anount
1. 58? . OO
3.00
BP OO1OOOO31111OO EIJEqTRICAL PER IT FEBET
WC OO1OOOO31128OO TIILL CAIJJ INSPEqTION FEE
JUf{ 05 -'bo' -oe, zb;iN u-e-srEen- suNttri-' -'
APPIJCAI1ON WILL $OT SE ACCEPTED IF IflCOMPLETE OR, UNSI€ilED
Pnsject*i ?Rf,or-' olg?
Building Permlt 4,:_Bpo_- I
-.!-/5
El€ctricat Permit#:
97 O.47 9-214;9 (tnspections)
MWWVAIL
75 S. Frorrrqe Rd.Vail, Colot?rao 81657
COTTIPL€TE SQ. FE€T FOR NE!I, BUILDS ancl YATUATIONS FOR ALL OTHERS (Tatrcr & i|ater|als)
AMOUi{T OF 5Q Fr rN STRUCTWE:ELESiRICAL VALUATION: g 87, tA
COI{TRACNOR IN FORIIATIOX /7x?a
ts713
9 uisit HrcdS
Parcd # (Rnquired |tno @ aOovcJ Z ro tJ i zoS oo t
Job $fsrie: V4/t t^GsTP
4t&nrtou Sysrrr>t . ll Job eddres:.rloutf p.Jtali Q'/Q Fc'ecs7?d,
VntL, Ct 8tbs4
t€g|al Oescripbbd Lot:
6i
Enqtneer: fl R,46lry€F49rrc]lMt._s1""#u"€;:3{.:* f erronez-o-. ?6'/ -;;
Detalfcd cFscripDon ef r.orft: A ERAT/aV Sqs/t/e Lt ? G RAgd
workctass: l'fehr( ) A(ldiuon( ) R€rFodel 1{^n'!pv1 1 Temppower( ) Other( )
Work Typc: lnterior (;f- Erterior ( ) Both ( ) ll Ooes an EHU edst at d1G tocrtion: ves ( I ie kf
Type of f,dg.: gngleam'ly ( ) DuCo( ( ) Mrilti-fanrly ( ) Cornr,reroai ( ) R6$ur".t ( ) c/6!I (-f
I'lo. of Exr*ing Dwelting ttlib io lhis buitcling: tJ/f1 No. of Accommodauon Units in ths building: {/n
Is Lhis permit for a hot tub: Yes ( ) No ( 14
Does a Flre Alarm Exist: Yq (4 No ( )Ooes a Frr.e Sprinkler Sy#m Exist Yes ( ) iio (
6htr/.10{
anci Phone #'{:o:,)?l l-.lat'. an tl
?obsal 5'r,ll' , V,it a.A,a.*l
.rrItscnttIttt,u+++r++++li+*I**ai*r*tr***FOR OFFICE USE ONLY:*++a r.. d+++*+ *+* **irrtr F+ +***t-+-** *r.' t
F:/en€ryo.E/fUns/ecQgm
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3
J
AmeBdmentto the 1999 N.E.CrTovUr of V,ail Ordinance 10-1-6,
Overheed services are not allowed In theTown of Vail.
Underground services hale to be in coodrril (FfC) from tf}e transformer !o ste electri meter, main disconnect
switdl and to the tirgt eledicat distribuuon circ',rlt break€r panel.
The main disconnect swlEr shall be locaEd next to the rreter on the e<berior waii of tire structure easiiy
accessible.
All underground conduits are required to be inspeded bcfore back-filling the trench.
In rnulti-family dutr{ilrq uni6 no ele&ical*irir4 or teeder cables shall pas frctn one unlt b anofter. Common
walls and spaces are acceo'Ed.
NM Cable (Romex) is not allorryed in commercial buildings or structures exceeding ftree (3) stories.
No use of atumingm wire smaller than stze #B will be permiBed with Ure Town of Vaii.
TOWqI gE YA I L q L_F .crRr CAL P E RIul IT G UIDELTN ES
All in$allations of ocerlor hottubs or spa'S require a DRB approvat fronr planning. Thls apptiGuon will
not be accepted without a copy of the DRB approval forn attached (lf applicable)-
If this permit is for installation of an exterior hot tJb or spa on a neur elevated platform or deck over
30" aboye grade, you must also obtain a building permit.
If this permlt is for insHlahon of an ecerior hot tr.rb or spa on any odsting deck or ele\,rated plaform,
a structrJral engineer must revis^/ the existirrg condiuon and veriry that it will support the addeC
eoneentraEd load. Please provide a copy of the structural enganeers wet $amped letter 0r clrcwing
with this application.
If trus ls a remodel in a rnslti-fiamily building wtth a homecwners assqciation, a letter of perrnission
ftom the association is rcqulred.
e If tfrts perrnit is for a comrnerc'ral space, t1^ro (2) sets of *arnped drawings are required.
6--a:'9.
DaE Signed
$ you have any questions regardlng the aborre inFormauon or have addilJonal guEstiorE,
please conEt the Town of Vail Etectrical Inspector at97|H79-2L47. The inspector can be
rcachcd on Tu€day, Thurcday and Frlday mornilgs bdtreen tl|e fEsrs of Esn and 9am. You
may also leave e voice mail and ttrs insp€dor win c.ll yos back.
/
Drawings
For
ru6T JUL t7 2000
Vail WWTP Aeration System
Modifications
Prepared for:
Eagle River Water & Sanitation District
2000
District Contract No. 99.15.032
HDR Project No. 08432-0O4-O5O
TVWT'I07TYAIL
tG|bo106 l,frfrl
APPROVED
Communlty Developrnent
D€partfii€nl
Bulkling Safety & triep€dbn
S€nlce
Ldb.l6 + L'trHtoarlHilUdDt EtL Ttcirua tq of I FEi c go*-C-1ir rDrdi--. nd ;;fi;r:T-:11 S tb-e e bc.i.ro..t *6itil c
al:rErt or| FFi alEud Cdr. Fi[r6. n t.qrEt Eccrtld-brFlE aiuornloi. avry d lE Fovi-G of da o& CoaD cbdldin[cr I*lry q rE ptovtrEdu.l dcdrycbqdiooodrtoJri&d[.hdo Fsnaar b rm tfrIrliU ;t ..t tu *ifi;incecdfuF!vU60(r8oocccbodbrcdtrior6caro ou;;;ilF"* q'
::gg: p:nn H,o g}nl. rpcc.t6cdj6, rod o.lpdruft[lb iscouca.of-r rn& !.4 -;h*,r..trii,iorE oorrao.r,*td pTvenl .lt boitdhg officirf tum $cr;ncr nqdd4 to-*ffi oCattotr io rlid phns, spccificarions urd odr".0"r", o, iro,n HJ;;-m...ttor io rlid phns, spccificarions urd odr".orti JEE{Srffi"r
ryr, T:nS cagrrf 9n rhgryundcr when in ,iofdrn' of ifrlEl-i of
ooru'7- ) l- o,o
Boo- ot?o
" FilR
HDR Engineering, Inc.
, Tounnoftfrdl
OFi;lr,h" f;:)pY
DRAWING INDEX PROCESS LEGEND
.GEIIEBAL
G-J
G-4
COVER SHEET
VCINNY MAP, LOCATION I{AP. OMWING
INDE{. LEGENDS AND GENERAL NO]ES
AEBREVIA1IONS ANO SCHEDULES
PROCESS SCHEMATIC
(---r.T
T+<- !-
^ ---1
NlW PIP! LISS TH^N 4-
NEW PIPI 4- AND GREA]TR
CHECX VALVE
H RNTSSED M[C|i^NTA! COUPllr'lG
(SIEE! PIPE ONIY)
BLIfiID FIANCE
VALVE NUMBER Off
EOUIP|IEN.i NUYBER
loroRrzED valvE
DANOL'NON ORIENTATION PLA}{
DEI.|OUNON NITRINCATION CEU.S PLATI
DEI,IOLMON SESIIONS
(___K/+r_r-u:_:T.'v__:o-
AS-1 AIR INTA'G BtCIOSURE
Pft)CSSP-l ORIET{TAION PI,ANP-2 BLOWER ROOM PL.A,|.IP-3 SEIICTOR BISIN PTANS AND SECTIONSP-1 NITRINCATION CELIS PI,ANP-5 SECIIONSP-6 SECTIONSP-7 DETAII.SP-E MISCELTANEOUS IUPROVEMENTSP-9 DETAI$
uEct{afltcarV-l BLOWER ROOU I{VAC PLAN
.Elrcl&calE-1 LEGEND & ABBREVIAIIONSE-2 AEMNON BASINS ELICIRICAL PLANE-3 BLOWER ROOM ELECIRICAL PLAN€-4 NTTRIFICATION CELIS ELECTRICAL PI,ANE-5 EL.ECTRICA! ONE-UNE OI,AGRAI|SE-6 EECTRICAL SCIIEMATICS
r------1.- F-------l-o_:=--+__o-
., 1F7-,-l-----#<_--zi--_----6-
_s:;+
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rfr'l-T----t/F-
LOCATION MAP ,*'."r (D
GENERAL LEGEND
DIRECTION Of SECTION
INSTRUMENTATION I.IGEND
A,ERATION BLOI{ERS PROCESS &
INSTRUMENTATION DIAGRAT,'
AERATION SfSTEM PROCESS A
INSTRUM€NTATION DIAGRA,.4
INSTR UM EI^.'TANON ONE_UNES
INSTRUMENTATION DETAII-S &
-
SECJION NUMETEF
..- SHEFI NO ON WHtCfi SICT|ON tS SHOWN
-
SHIEI NO FRov wHrCH SICT|ON tS ]AX[N
t-5
a
-
DFTATL NU9BER
Ti'il
-_ sHtEr No oN wHrcH DfirJ! ts sfiorvN
N
/zT\./l-\\L/
I
o
CE|.ITER LINE
SPECIFIC NOTLS
GENERAL NOTES
i) A!! YTCR^ IJ'{DER IHIS CON]FACI sHA!L 8t GOVIRNLD 8Y T.AGLI RIVEP h'AT!F AND
S^NNA-IION DISTRIC] S'IANDARDS AND SPICI'ICATICNS AS APPINDID
'OR
-IHIs PROJIC'T.
2) ANY XNCV/N SEWERS, WATTF M^INS GAg MAINs. ICLIPI]ONI CONOUNS TLTCTRIC CABLIS,
ANC OIHIF UNDiRGROUND LTrlLllIIS ANO STRUCTURIS ^R! SHOV?N ON I'It ORAWINGS ONLY
1O THI EX]IM SUCN INFORSATIOI BAS BEIN MADI AVAIIABL! TO OR OISCOVTRTD 8Y
THE TNGINEIR. N IS IXPECTED TItAl THERI UAY BE DISCREPANCIIS ANO OMISSIOiIS IN
Tfri Loc^TroN aND ouaNTrlrts ot urlLlilts AND sTRucluRcs sHowN lxls lNfoRMAlroN
rs s{owN FoF lHt coNvtNrtNct of lfll coNrRAcroR BLli !s Nol Gu^FAMttD Io Bt
EIIHER CORRECI OR COI.IPL.rIT A,ID AlL RESPONSIBI..MY FOR IHT ACCURAgY AND
covPLFrENlSS lHER[Or |s IXPFISST.Y DTSCL TMID rrlt coMrMcIoR sxA!! $A(t Sucf]
INVESIIGATION AS HIISHE TIiIN(S NICISSARY TO VTR Y 'IHt CORRICTN'gS
^NDCoMDLEIINESS Or Tfr[ UTrlrTrEs S|TOWN
J) AlL WORX SBOWN ON THISI DRAWINcS. WnF ',]HL IXCIPT'ON O|Ifit BIOWER lM^X[ wlll
8t INSIDI AN EXISTING BUIIDING
r-
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Vicinity Map, Location Map, Drawing
Index, Legends and General Notes
t-F- *"." ,*t
l-- ^s s"o-.,
l-DF Engheering, tnc.
BJ;s{,f,p,rffi'
t;;Vail WWTP Aeration System
Modifications
Eaole River Waler E Serit.tbn t Btrictt**I u-z
NFW GATT SCHEDULE:
A8 NO 5 INLFT ST
VALVE SCHEDULE:
TAC NO.DESCRIFTION TY?E srzE oPIRATOF / COMMET{Ts
s]',cllo A8-r 8FV 12'ELICTRIC,/THROTTUNG _ RETROfTT El|sNl{G YANIJA VAIVE
SUCIION AB-2 BFV TLICTRICAHROTTUNG - RITROFTT U|sNl{G H^NUA VAV€
sucTloii Aa-J aFv 1a'EIICIR|C/IHRoTruNC - RITROfTT ct|snNC MNr,r! V LVE
HEAD€R ISOLANON fxtsTrNc - N0 cn NGt
D|sCn RGf
^a-
r EX|ST}{G - t{0 Cn n6E
DISCHARGE AB- 1 E(|SinNC - NO Cr{ NGE
HFAINR EOLATION EItsm|G - N0 cMnct
DlscrqRct Aa-2 D(SI}{G - NO CIIANGI
uscx^acE AB-2 EXSNNG - NO CTUNGE
Dl$rtARC€ la-3 o('fl{G - r{0 cH^rct
Drscri^Rct A8-!cx|snnc - No cft NGt
HEAD€R ISOI TDT{q|sTr{G - No cH n6E
fttADER tsol,Aror,r ExtsTrNG - N0 Cr{ll{Gt
A8 NO. 5 |SOL TTol{gFv a'
AA N0. 4 lsol^Trod BFV
A8 NO. 3 ISOLAI|ON aFv a'
AB NO. 2 rSOLAlrOt BFV
AV- 18 AB NO. 1 lSOLAlloN BFV 12'
Nc NO 1 |SOL ltor,l urstr{G - No cHANGt
AV-20NC N0. 2 |SOIATTON exsTlNG - No cf{ NoE
NC NO. f ISOLAIION EXISTING - NO CIIANGT
Av- 22 Nc no. . tsol^TloN EXTSTTNC - NO CTUnGE
AV-2J NC NO 5 rSOLArlOri CX|STING - NO Ct{ NGE
av- 21 NC NO. 6 |SOLAITON EX'STTNG - NO CRAnGt
AV-25 NC NO ? ISOLATTON EXTSIING - NO CH NCT
av-26 |c No I rsol^TroN EXTSTTNG - NO Cfl
^Gt
AV-27 NO] USED
AV-28NO'I USED
AV-29 SUCTION AE_5 8rv 12'fLIGFEAE9EIIG
av- 30 sucT)or 8FV 20'ElfcrRrc/THROiTUNG
DrscHARGt r.S-5 8FV 12'TURNFHM FI OWNTR
AV-32 OISCHAFGE AB-5 oDcv 't2'
AV-33 DtscriARct A8-4 Brv rt'
DrscFrAFcE Aa-.0Dcv 18'
av- f5 H!ADEF TSOLATION BFV a'
AV- 35 NC HTADER CON]ROL BFV ELTCTRIC/THROJfuNG
NC HTADER COI{TRO!8FV 6-EIECTRTC/T|IROTIUNG
av-38 Hc^DtR rsoLATror.,r BTY 12
Av-39 HEADEB ISOLATOII 8FV
AJ'{ HTADER ISOL-ANON aFv t2'
AB NO. 5 COTITROL 8FV e'fLEcIRrcflEqlqlg
Av-42 A€ N0. 5 tsoLATroN BFv
sE No 5 rsoLAnoN 8FV
^E NO 4 COMIROI 8Fv E-r crRtc4lE9lq!g-
aE NO I CO|,ITRoL 8FV cLEcrqIlIlqMG _
E N0. 3 rSoLATtoN 8FV I
s8 NO 3 TSOLATTON 8FV
^8 NO r COI{TRoL 8FV 't2 fLtCTRICITHROmJxG
AV-!tg AE NO ? CONTROL BFv 12 CLCCTRTC/rnRoTTuNG
Dv- 1 DETV^TERINC ISOLATION AA NO. 1 Pt96
tN- 2 i DwATERTNG TSOLATTON a8 n0. 2 PLUG
0v- 3 OEIVATERING TSOLATION AA NO.PLUG
DV-,(OEt^TERI{C ISOLATTON Ag N0 PLUG
ov- 5OEWATERING TSOLATION AE NO 5 PLUG
DV-6 DEWAIERING TSOLANON HW PLUG
lJ,t-7 OFWATERING ISOLATION tO€PLUC
€OB
'TUsH
WAISR PLUC ELICTR|C-OPIN/CLOSE
FV- ?IOB FIUSH WATER PLUG ELECTRTC-oPtN/cLost
EOE fIUSH WATEF PLUC
ABBREVIATIONS
AA
B
8FV
au
cuu
DDCV
DV
EOB
!OUIP
EXP
HD
JI
NC
NR5
oc
SB
sLi
UN5T6
AESA'IIO'I BA9IN OR AIRATION 8lOWER
AF METER
ALOi/ER
AUTTEFFLY V^!\€
a r,r
CL[^R^NCT
co+JcRm lasoxRY uNfl
OOUBIT DOOF CHECX VAIVE
OEWATIRING VAIVT
ELEVATION
touruzATtoN E{srN
€OUIPI,IEM
txP^nsroN
FLOII ELEVIM
HE}D
HANO WHEIL
HT}DWORKS
JOINI
lOW PRESSURI AJR
MOIORIZID VA!V' OPERATOR
MIXER
NITRIFTCATION CELL
NON POTAELI WATER
NON RISING :;TET'
ON CTNITRS
st-Ltc1oF 84stN
SPACING
slarNLtss SlttL
SLAIING
SUI,IP
urrslaTrN6
VfFTICAL
. DOWNWARD ACTN&.
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Vail WWTP Aeration System
Modifications
t-t-r-I U^RCB ?Ooor=;---:=:::--
l,f"iltS,.l't
Abbreviations
HDR Enghaering, fr.l*-^tUe^* Ftvd wetlr t sarirstion t stnct rFF
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t ffil
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| , trv-t I te-rt I _ |-T_
rilirtt;.l'l t_:'rlrl
tli -r-{FlI ltg,
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i||ffincrT|or{c€[ r€. 1
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c€Lr No. c
NFR|F}CATIONce-r No. 7llI I-F:]il r--=:-l I
lav-ro,\ |
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MTRNCATIo.{cErr No, I
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AERAIIoIT BASt NO. r
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IN]AK!
Vail WWTP Aeration System
Modifications
^Va^* Flivq wator a slritlrbo tjisrricr
t-'
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t-- -
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ll1 ll fi /-\Yy
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r'ArER^ls x^'{rFo!Ds
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Bolrs D{To co}icnElE
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^s
NEcEss^Rr r(x | |' 'tt ilill "o*-,lr: i*1 K,,-4) | i: ',tor.lg sn*-"r"#!p+'*"" ra*-.Jii * * * ;i iiiii i:i i4 *P^at " ii \r I lix-- -' ---- -' - -- li iirr iir--: ri tt191;911 ' -';iin ff+--Y--,#;: ;'ic-,n{.;r (;)rs ffi d e M ir ,liii il i 11, z o,-6n9t ii '.-./ i;il* - ** ,* * *. ;r \i):: it '- :tt 2 Y 1 t.,
lT::::'::::-1-*;-:' Bi#*SF*l-ffii-.i**"* i ii it'-;'fr,'{m.*B 'l!RLxovLcoNDUI1ltx^l}lAl'oNEt'|NNu.JuLwAltHln$||l||||;||-/).||''
PUyP FROV cENrtR cH NNEL RElocATt To oWRHtaD lvnB r | ,t,ii i 'q| ;li T:\18) tl \:/rHt AppRoxlr.ATI Rourric sHowN I r ilill i.!=-h, I llt *1.-,:..1 -
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WrRrNc v PUyP FRoV CENTTR CH NNEL REIOCATI TO OWRHTAD lVnB
REIOCATE F^N PER OR^WI G I'-1 THE APPROXII'AIE ROUTIIiC SHOIIN
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Vail WWTP Aeration System
Modifications
Demolition Orientation Plan
l=t "** r*.
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.CEMEAL-.NO]ES
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srDt or oPExrNG.
(l ""*tor rwo paR or J-0'ri-2"1 f,/.' souNDlgss TNSuLATEDV AIUMINUM DOORS WIIH AU|IINUU FR^M!, DOORS TO BE S|SILAR
TO XAIVNE'R FTUSHLTTTE TNTR^NCES OR APPROVEO IOUAL. DOORS
sH r rt vf 0.052 rNcH Tr{c( tuBosstD rrct sHEfrS w/ ?.5
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fact oF taor oooR. FtNtsH sH !L BI CLf.^R ANoDIZEo.
PROVIOT MANUFACTURTR.S SID. FRA}.{T WTTH MINIITU9 OT f,
I'ASONRY JA'.IB ANCHORS PER JAUB TFUMI FINISH IO
U^TCH OOORS. DOORS SHAI-L Bt IANDEu vOuf'tTED lN THE
FRATI (ONT ON IOP OT ANO'IHER,) PROVIO! CONCEAID
a-roMAirc DooR BorTo! oN Eacft 00oR r4our''rED rN lH!
TOP PORTION OF IHT TR$4E SUCit THAT THE DOOR AONOM
WHIN ACTUATEO WILL SEAL AGAINST THT TOP SURFACT OF
THE SOTIOV DOORS
'IELD
VTRITY ACTUAI HEIGXT OT OOORS.
AND DOOR [IFR. MAY A'I IT'S OFTION PROVIDE OTHER SIZE(HEIGf COMBINATIONS IIOWI\GR IIOT MORE ]HAN 2 OOOR
HercHTS WrL! 8E ACCEPTED. IOP LTAFS lO Bt Cln OUI FOfi
uoNoRAlL BEAL/ PINFTRAT|ON. VtRtft Stzl. PROFILI AND
LocATtoN StaL aRouND MONORaTL w/ 1/4'IH|CX NIOPRENI
TO FN T|GHT TO BT }T ANO VOUIITED TO DOOF IN ALUIINU!
RCCtPTOR.
(10 ) HARDWARI FOR NTw DOORS]v 6 pR r'rNcts slANLai FBBIgg ! . l/2 r
a \/2- | 630
1 PR SURF^CE EOLTS
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tocEg Or rHi DOORS
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CLYr,rN - JOHNSON 1631'1632 r 626
PROVTDI 1 BOL] IACH Al 8OT]OMor LowtR DooRs a rD 10 BoLTs
IACH AI ]OP Of UPPER DOC'RS.
IOIIIF BOLTS IO ENGAGI PL,A'[ IN
ILOOR
^ND
UPPER BOLTS TO ENGAGE
socxo MourfTID oN rAct or
UPPTR DOORStvES/6ro?-5!630
PROIIDI THRIJ BOITS.
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f-t-'M^RC! 2000
i1
i; -\li..- 4 )lt \-r
6' NPW-
a"r3Jrff
HDR Engnesring, lnc.
F-."-
NU eto" River waior & saritatbn Distbt 2ooo l*1/.'- \'-A'rF -r.
l-\-r seEcl!:lc__lalfs
f]r/:' eoo"r cRourED ssr aNcHoR BoLrs\-J urNtuuM tMBfD a'
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f) erouor 5/B'woc slor J' LoNG N crr.rERu or rNGlI.
fi) enw'N s/8" wrDf sLor E' LorG rN c$.rrERv of t {GLf.
RAILING - WTLOID TO 8M.:- A1 CONTRACTOR OPTION
PROVIDT FLOOR FUNGE
TELDED 10 BOnOe Ot
\ERI. POST & BOLIIO TO
STRUCTURIw,/2-1l2-o
s.s. Bolls
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SLIDE GATE
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IL!I,STR^IED ACCESSORTES REY^RXS
R-1 EXPOSED
DUCI SUPPLY o.o)AS
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Ar{EXOSIAT
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OPPOSEO 8L^DT
D^TPER
AR }TANDLIi{G UNN PERFORTTA}.ICE D^IA
yARx xo.LOCrT|OT TYPE CFLl SP DROP
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taP \o[r5
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LSL-1r4
COrElMTlOll tlllfR/
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cErLrNG-susPEr.roEo w,/
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LOCAITON TYPI CFM SP DROP
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ONE_LINE DIAGRAM LEGEND SCHEMATIC SYMBOLS
NORMAILY OPIN PUSN BUTION
g_l! NoRMALIY CrOSeo PUSH BUTTON
j; u*r^aat opEN. M^rNratNED pusrl BUTToN
llF Y."
Ill-llc.Eo v I
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MISCELLANEOUS PLAN SYMBOLS CONDUIT AND WIRING INSTALLATION
PLAN LEGENDA cRouND RoD
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tr JUNcroN 8ox
tr PULL Box__-z\
(2 voToF
! urscE[^NEous DEvrcr
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f| DscotrEcr ssTot
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d ltcxlrxc paNEL $rH
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ABBREVIATIONS
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LPY-
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FLUORTSCENI TYPt LrGllTlNG FIXIURI: 'X' INDCATIS FIXTURE
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Sff NXruRE SCHEDULI FOR ANY ADDI'IIOIIAI NO]ATION,
INCANOESCENT OR HID TYPt LIGHTING FIXIURE: .X'|ND|CATES
FIXTURE NUMBER. SEE FIXIURI SCHEDUL!: "!PY-Yr TNDCATES
LlOtnNG PANTL ORCUII| -r' INoICAIES FlXruRt COijTRO|I"EO BY
suaTcli 'r'. sEE nxTuRE sclEDuLE FOR
^NY
AoDrTrONA! Norarlo\l.
DUPLET RTCEPTACLT.LPY-.|T NOICAIIS LICIITING PA'.|CL C1RCUIT.
2'O V T' RICEPI^OI. AUP RANNC NOIED,
480 V..3' I'/EIOING RECIPIACLE. A|rP RAIING NOTEO.
S|NGLI POLI SfiICH.'z' INoICAIES LIGHTS vrtllcH ARt CO{IROLLED
BY SW|]C|. TYPTCA! rOR ALr SWICHIS.
3-WAY SWTCB
D UER SWIICH
-----]I (x) |tvl
( x ).
3.,3rV
G>____+:ltrF-------1 INDICaTING UGiTr
8-BLuBllr
G - GREENT
AxBtRi Y - Y€tlow
NORHAIIY CLOSEO. MAIN'IAJNCD PUSH BUTTOI
CONOUIT EXPOSED
COf'JDU'I CoNctALfD
co{Durr TURNTNG OOwr{
C(NDUII TURNING UP
Co|IDUII PIUGGED TLUSIT
Cot{D{,IT CAPPED
HOr,l|T RUN
IIOI,IT RUN TO UGHTING P^N!L!r-! !1, oRcurl NuraBlR 3l 5HoRT
oAsH ts Pft^s[ co{oucloR, Lor.lc
oaSH rs NluTRaL Co.roucroe. cuRlED
LINE tS GROUNO CorIOUCTOR
R - RfD;
WXIIE: A -
TTOTOR STAFIER
OR CON1ROL
NORM^IIY CLOS€D G€^RED UXIT STITC.II
NORMALLY OPEN GTARED U|rIT SYIITOI
roRout sr{|Tot
FUS€
MOTOF CON]^CIOR COL
RTLAY COII
PolEillro|ltttF
swrcB
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UNoERCROUND CCNCRIlI e]rCaSEo DUCIE^NX
_ EE _ DIRECT BURIID CONDUTT
-
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1r1O GROUND CoNoUCTOR, aND 3 t1. CCNTROL
CONDUCTORS AL! IN 1" CCNDUI'T TO 15 HP
MoTOR AND COi{TROI SIAnON CONOUII BODTES.
JIINCTION BOXES, OR PUL! EOXES ARE NOT
NtcEsSaRtLY S8oi'lr.
INDICATES TIIAT AL! OR PART OF ORCUIT IS
ROUEO UNO'RGROUND CII}IER IN DUCTBANK
oR URECT BURrf,D. CONDUTI sl?E 91o$rr rS
FOR
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GTADI OF INSIDI STFUCTURES
slE oucTB^nx sccnoNs FoR coNDUfr srzt
of UNDEFGaOUNo PORTTON Ot CTRCUT'T.
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ATTERNATING CURR€N'I
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ALARU RELAY
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CYCLI IIM'F OE CURRINI TRANS'ORUER
CYCLT IlnCR CIUICH
CYCLI TrMtR |rOrCrR
2 CONDUCTOR!. CONDUIT
DIRECI CURR!NI
DOOF INTIRLOC(
DAMPIF gOTOR OR OTSAND I,|!TER
DOUELT POL! DOL'8![ THRO\{'
oou8ll PoLt 9N6!c THROW
DrscoNN[cT swrTcfr
tMeT'r ccrlDurl[![ valroN oF tsfFGrNcY lrGHl
IL[CTRICAT VANHOLT
tLECIRODI RIIAY
TND SYVI l CH
tLAPSID llMt ui TtR
It[ c tRrca! hANoHo!t
KILOVOL] AMPERT
XILOVAF
(ILOWATT TIOUF
lort LI\,EL
LIGHININC ARRESIIR
LIGHTINC COtITACToiI
LOCAT-Ott -RtMOrt
IICHTINC PANEL
uMrI oR Ltvtl sw-IcH
LOY' WATER CU]O['
MAG',IETIC I,'OICIR SIARTTR
I/tIIII A\,lPERI
MOrofi cor{'rRol cENrf R
UOIOR CoNlFoL Lrr,lEUP
THOUSAND ORCULAR UI!
MOTOR CIRCUI'T PROTEC.IOR
T.4OSTUR! DETICTOR
VAGNETIC FIOII UE]ER
|rAiiUTACTURER
I.iANSOL! OF IIOUNIING HEIGHT
YOTOR OFERA]ED GATI
MOTOR OPIRAIM V^L Vt
I,IANUAL MOIOR SI^RTCR
MOTOR SPACT II! ATTR
MILLIVOLT
r,4!6AWLT
^TTPERTNTUTRAL
r.lON-AU IO IRANSFTR Slr/lTcfi
NORVALLY CLOSID
NORMAlLY OPIN, NUMBEF
OP!N
ovER!o^D
PUSH 8UT]ON OR PUIT BCX
PHOTO!!!CTRTC
POW'R TACIOR IETEF
PqAsc. cH[rarcaL TtRv
PROGRAT4gABLI LOGIC CONTROLLTR
Pow!& Roor ltNTt-AroR
pPoxrMrTY swilcH
PRTSSURE Swlcll
POTINTIAL]RANSFORI'rTF, PRO6RAI' 1 4'F
2 POLI
RAISE. RELA! OR RIIER5I
RICEPIAC![
REPEATNG TIVIR
RESIS]ANCE T'TPT TEMP DT'ECIOF
REr,rOlt llRsrrAl uNr'I
SIZT 2 SIARTER
SPACC HEAT!R
SOLID NEUIRAL
SoLINorD orLfR
SINGLT POLI
srNdlt PoLt DorrBLt]HRow
SINGLT POLE SINGLT THROW
SELECIOR SVYIICH
SUPERVISORY CO{TFOL
solENotD vaL v!
SWTCHBOARO
SWTCHGTAR
s*rTcfr
THERMOS]AT. TIMIR. OR TOTAIIZER
TACHOMI'IfR
TIRMINAl BLOCK
'IUE
OILAY RTIAY
I}TII Df,LAY rTER DT-ENERGZANOi
]IMT DELAY AflER ENIRGIZANON
TTIIPERATURI
TILEPHONE HANDFICILE
TIMER MO'TOF
TOROUT SWTCIi
ItLgPHOr{t ]ERYrNAL BOx
UNOIRGROUND
UNDEF VO!]ACI, UTTRAVIOLIT
UNINTERRUPTBLE POIEF SUPPIY
VOLTS
VOL] AMPTRE
VARMfTFR
VARIAAI FRTOUINCY DRIW
VAL\€ LIMI'I SW]CH
VAIV€ POSI]ION INDICATOR
YTATTIIOUR MITEF
WATT
'.T]ERWEATHERPROOf
TRANSFORYfR
EXPLO9ON PROOf
POSTTION SWTTCH
PRTSSURT Sb'iTCH-OPENS ol,J RIgNC PRESSURI
PRESSURT SHTCB-CTOSI5 ON FISNG PRESSURT
NORI.'ALLJ CLOSED, WTN NMt DTLAY ON CLOSINC
AFTiR COIL 15 DI_EIIERGIZEO
NORYALLY OPEN, WTH N|lE DILAY O'.I OPE|IINC
A|TER COIL tS DI-CNERGIZTD
NORUAILY CLOSTD. WTH IMI DILAY ON OPTNINS
AT-IIF COIL IS ENTRGIZTD
NO€VALIY OP[N, WTN llMt DfrA'r Oi{ CLOSTNG
ATTIF COIL !5 TNTRGIZTD
lf}TPCRATUR! S\4I'TCH-OPENS ON RISING TEVPIRA]URI
fLo|l swlcH-oPtNS oN rNcRia9NG FLorv
r!ol( swTcH-closts oN rNcRragNc t!or{
Lrurl sr4/iTcH-NoRr4A!!.r op[n
LrMri SvvlTCfl-NOR|rALlY CLOSED
wRt coNNtclroN PorNT
IXTcRNAL wR! TERI|NAT|9.J POINI
NORMAUY CLOSED CONI^C]
NORMALIY OPTN CON]AC]
coNIR0t PowtR tRANsroRr,ltR
KVAF
L
!c
LOR
Ltrco
AC
ATS
8r
UC
UV
UP5
VFD
\rLS
z
Cr
cxt
cL2
cos
CP
CP'I
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crcclv
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TDD
Tf|'{P
THH
TM
ros
TIE
c
CB
ca-b"
IJEOIUV VOLIAGE UOTOR S'IARTIR (CONIACIOR)
FUIL vOLl^Cf,. NoN-REVaRSTNC UNIISS !oTED
olHERW|St
TOW VOL]AGI CIRCUI] BREAKER,
3 PO!t. ?0 AilPERt
NEMA StZi 2 COTIBN^iON UaCNETTC MCIOR
STARTER. IUL! vo: TACE, NOri-R[!€RSlr.lC
UNLfS5 NOifD O-IHIRYVISI
fVR. IULL Vq.-IACI SEVIRSINC
SSRV SOUD-SrArt RIDUCID vOi.iAGt
tlCP: MO]OF CIRCUn PRoTIC'IOR
3 POL[,60 AUPtRt COMBTNATIO+I sAO{tIC
CONTACTOR
POTINTIA!'IRANS'ORV€R
CURRENi TR^NSTOR|IEF
rust ANi Drsco Ntcr sw-rcfr
AMP RATING AS R!O'D tI NO sHO$^T
NON-tUS5i OTSCONN[C] SWTCt"r:t{HtRt a D'scor,tNtci rs sBow!.
THE LIN! SIDS CIRCLJI1 SHALL BI CONNNL'ID
TC lHt LOA, UNLTSS NOiID O1HlFwSt
APPLITS iC EOTI 'USID ANO NON-'USED
DlSCOl.lNtCiS
f!txrBr[ rLoar s$TcH cABlt.
tLtxr8Lt voroR caSL.!.
([Y-rNTfR!Oax SYUEOL
crRcull MoNrTof
DC
DI
0M
DPDT
oFsl
DS
tc
TL
IMN
tF
tw
I HFi
vcc
gCLU
vcp
rtD
soG
Mov
r.tS
vsH
NATS
NC
NO
0
OL
Pt
PLC
PS
2P
RTU
s?
sr'1
SN
so
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SPDl
SUPV
SVIBD
SWGR
a_
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f foRtv^Ro
fs tior\ s$r]cts
C GROIJND
GEN GIN'FATOF
6TI GROIJND
'AIJL]
I'JTIRRUFIIF
GLS GtARID tt|rr'r s\llcF
/EG /8 GROUND $Rl
B HIG!
Hc Hol crRcur]HOA BAND-OFT-AUlO
HO6 HAND-Off-Rtr.lOTt
HP HORSTPOWER
HWCO H|CH WATfF CuTOrf
HZ HtRn (CYCL[)
t/o rNPur/ouTpuT
JB JUNCIION BOX
k krY rNTfRLocxXV KILOVOL'I
GENERAL NOTIS
:i
rN GtNtRAl CONDUTT_ ROUIING lS trol Sflowtl oN THt PLANS
IHT CON-TRACTOR STALI BT RTSPONSIELI
'OF
ROUTINC
^LL
coNourls TNCLUDTNG IHOSI TNDICATED Ohi ONt-LrNtS
AND HOI.{E-RUNS S5T SPECIFTCA IONS FOR CONDU'T
INSTALLATIC^ RTOUIRTMINTS CONDUIT ROUNNGS
AND STUB-UP LOCAIIONS-IIIA'I ARI INDICATID ARI
APPROXIIIA'TE EXACi ROUTINGS SI1AIL BI A5
RIOUIRED TOR EOUIPMTNT'URNISIjED.
soLtD LrNcs r{DrcaT[ NE\{ WORi( OF tOUlPr'1tNI FOF THrS
CONTRACT. SHADED LINIS INDICATT IXISIINC IOUIPgENI
Ofi WORK UNDCR ANOTHER COi'JIFAC]
THIS lS A CtNtRAL LtGfND AND ABaRtMATtOT'rS Sr_lEtT.
SOMI SYVBOIS AND ABBRTUANONS MAY NO] Bt
UIILIZED ON ]HIS SPECIFIC PROJ€C]o
E
t-
TF;_
1*
r-IF-l*
t--
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Vail WWTP Aeration System
Modifications
V** River wate( & Ssritahon ttshict
Electrical
Legend & Abbreviations
F - "*.'. r"*
fE t " "*.r
----------rF-n--1
:o-zo. I*'' it>l
I
I_-g-"5>+
I
JF
*1-
I
HDR Engjneering, hc.l-*
TRANSTORMER WTH PRIVARY AND
SECONDARY \DL'IAGI, XVA RATING.
AND NUMBER Of, PHASIS. VNRIS AND
lvlNDlNC COI{NtCTlOr'lS, rF APPLICABLI.
as sHotvfJ
I4O'IOR WlH EXPTCTED HORSEPOIIER
sHov\N, oF f{or!-!oToR LoAD suc}l as
A UNI] HEATER IN XW LOADS S}IOV{'i
TAY VARY NIIIH EOUIPI,IENI FURNISHEO,
IT EOUIPI'INI HAS LARCER LOAD,
^SSOCTATED
CAAIL CONDUIT .
^ND
ELICIRICA
EOI'|PgENT gIAl! 8E ENLARGED AS REOUIRED.
CNE-UNE TO A PACXAGT UNI'T. SUCI] AS A EELI
ttLlEF PRESS OF
^rR
CC||/pRESSOR. SBAU
,aPLY THA' ANY AND A!! SSOCTATEo
EOUIPI.IENI S8ALI BE NSTAIIID AND I{'RED.
e
D0o
6m
(M ,|
a-^ooo
o/o
I----<(1 52 D- utDr\I"! voLrAct oRawoul crRcl,rl ERta(tF- | t" I
I
1ol- \ DrSCRttr rNPUr/OuTPUl
\)/,/ fDo-ourpur rnw pLc oc nru\v \D'-|NPU1 r0 PLC OC FTL )
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$
,arror"orr*, swlcH-crosEs oN RrsrNG TEMFERaTT./RI
sPFc|Frc NoTts: !t!!E4i-!Oitl
Q coreLntc rocatED tN coNTRoL
A Stt rNsTRUritMAlON ON[-L|N[ ON SHEFr t-4.
E. SEE POTVIR ONt-LrNt 0N sHEFr t-5.Iil il Lqr rr-._':i 'r | ,, g'r* ll; -.',- | ,'- 'r iioL6-d'"*lbuE ii cffili i,r_;ii ii iil ff'ffi'.liti dl; ;l * il
'o'let6a'a6* EE ;i ,ilr ilii; - il .. fi tr i i 'r, **.,-- ii'l JlLl l'l: l: --- +li 1.4r I | | lr R*dr-r 'l
^ A ir ltl i:: EDt+r i?r:==ftt91 r ,,--.\ I .ffip@ :.osr'd{x.-Eg i; lrllltiii thiig-7J.s\ ) ii io@-r"@!,"*M***E :t ltll :liii iltt)i:,. ,l _ ii -_-, it ilo*"** :i 11liiiil [ 1 I iff*.___=r=-_===.t ''6y*s,,n rsr**,m**'",* il lll i *91;4rf --------;-}i
@;;;*.'o.ou'.^'on*^. ll llll iliii S+f;i!r ll?i
fi1 i1:1 |
@n.r usco ii lill llill ill i$ I I I
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r/l
n li r, ll*|hiiifi lil i / 'u
ii
I I I I I lll I iii',- I iii ', ,/ L'- stt slrtEl r-r ll
iti il ll; = = = ------------------1,
=- -li serI l .:i[T.'r-q TH 'lr .W \ ^^ :- ,.,^\" \ ^^ l'ilr, I Oiil rl rl| , i .5 " \-^4r ', ,{6 \ L€r,s llll;i illi+' , r 1l- f iii--]ltl lliiririilitli it o " Li 'i i:r..-"-t*,*lilllrirlii ,€fls, ry, lillll f ir it .i! |ii @ il G) .ll'.il t iii i li '1t ----- ----,1lr-ii ,Aiiit ili i L!-----=--------------+==============''
:t / n|it li 'n/ --)Irl L ,,
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TMPROV!VtNIS IO
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f-1t--l Vail WWTP Aeration System
Modifications
Aeration Basins
Electrical Plan
t_-ll--l
|- ,-".,. ,"*
r-l __E--Ue"* River wrro( & Sartrstm Dasrrict aooo [- ve- - ' -o-
'c..ctltEA-lalIij
A. SgE POY{ER Or{E-L[.rE ON SHEfl t-5.
A. SEE NSTRUMET{TATON ONE-U E OI.I SHEET F'.
serffE-loE
6r^p cttsr'rc acc-r BUs *,rH J sFIs oFv ]-4oo rcmil. f1,/0 N. f1loc. l'
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la. r."rcot Vail WWTP Aeration System
Modifications
'!U et* Rivcr wrtcf a sritrtbo trctrict
ir E|{r|ar,i r |c. |{aaaxt--t lC. |u..f,r lP o lntr
t- l':rE;- rF sI sAacH 2000 I
f Mec-Efi
Blower Room Electrical Plan
l'DR Ensheerhg, !" iF-t**
l0 ats.Efr lc |rYr.^r{
zooo lE--l7i--i:6:-oBr 3? - OO. - 050
GT ERA1 NOTT<:
a NnRtflcrrDN cElrs ARE^ CLAS9T|C-Ii|ON:
teflfrc--llrE.a
Qoo e"oac, soum PER DEr^r! i/P-?.
coRRoSrvE."Crt [l r-'_1 T-1 T-----1 --;]_r ----rTrrFr-i- lr IIli-Ei-'€*Fl rll
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AIRATION BASIN NO. 5
iir i
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Modifications
Nitrification Cells Electrical PlanT-I
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ll*tl
l* vaRcr. zooo
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V e"* Rivx weto. & s.ritstbn tx tr>r
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6r^
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EXISTING MCC_1 ONE-LINE
i BLOWER', 12
\,
I
AERATION MAIN
BLOWER BREA(ER
l3o
INCOMING SECTION
ANO METERING
1ll exrsrwc ELoyvtR goloR SIAFTERS Srialr Bt RtP!^cto wtrH\.J NEW SSRV MO1OF ST^R'IERS A'TER NEW gCC StClIO'.' INS'IAILID
f) txrsrrlc r 2c'v paNEL -N- ust Avatla8Lt spaRt r polt\-/ BREAXERS TOF V^LVE CONTROLS AND BLOI\'IF COMIFOL POWIF
o
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MCC_1 FRONT VIEW
or ro scAL!
MCC-2 FRONT VIEW
iloT ro sc^Lt
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Vail WWTP Aeration System
Modifications
Ver* Rivr. wrttr E srrnrtbn Diatict
Electrical
One-Line Diagrams
f- "*." ,*"
aooo F *llt--
AERATION
BLOWER
B-204
AERATION
BLOV{ER SPrcE
AIR
HANDLING
UNI]
SELEClOR
MIXER
MX- 101
EXHAUST
SELECTOR
MIX€R
MX-102
rLow
EQUAL
PUMP
fDR Endnoerhg, t!". IE- t-"-tl
D m eR-L lcR
I.IFIER RELAY
8lOWER P€RMISSiVE RELAY
LOrl CURRf,MT REUY
HIGH CURREiTI R[!AY
SUPPLIED WTIH BLOWER
(FOR SURGE/OVERLOAD
PROTECTTON)
4EOV
f,t
120V
FR(,|r
PLC
ELOYI€R
CONTROL PANEL
to
TO
PLC
cor.PRlssoR rNLFr
BE RING HIGI+
TEgP RITAY
SELECTOR BASINS MIXIRS
TYPICAL OF 2
]-+f--{Ir*Lii---
F
TO ELOWER CONTROI PAIIEL
l?Ov rROs
PLC
t0
PLC
TO
MO]OR FA!
RELAY .IO BLOWER
CONTROL PANTI
SIARTlc' sroP --l-l-------F-..-oIo--{.o H T'- MO]O€ S':AFI5Fln ce Il-trl
]O BT PROVIDED 8Y BIOWER SANUFACTURER
DUPIICAT! CONTROIS FOR SECOND ELOWIR
DEVICIS SHOWiI FOF ONS ELOWEF ONL\,
CO|IIROIS fOF BOIH STOWIRS IN SINGLE ENCLOSURE
AIR HANDLING UNIT
EXHAUST FAN
NOTI BLOWTRS Aa-] IHRU ^8-J TO 8t SrM[ 4.
lrcrfl usrNc txrsTrNc RtrroTt coirTRoLs
navlcE LoaATlorr
L t6rNn
A T]ELD A1 I|OTOP
D AI rlcc
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X BLOVIR CON]ROL
PANfL
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ModificationsI
t-l-' sARctr 2ogo
l
LOCA COMROIS BY HVACf---------'lll
I I OL(3)
f -r1- _]
!f cro or nur I \7 i
ri-------------ji-'
HDR Enfineerng, bc.l*^JE e'ot. Riv.r watc. & srritrtion cxstrbt 2o0o l** No scru
VALVE AND GATE ACTUATOR SYMBOLS
?
I
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.{I-r-
I---D<I4
t-Al-r-r-D<I*
PROCISS DEVICE SYMBOLS
cF
GENERAL INSTRUMENT SYMBOLS
oeo
e
(-7
f-V\ $NGLr rNsmugENr HousrNc colrArNnc
\_Al Two (or roRc) rNsTRusENIaTlot{ FUNCToI{S
e
r-'
DIGITAL SYSTEMS
INTERFACE SYMBOLS
NOTE: REFER TO DETAILED SYSIfi,l sYECTFICATIOI{S fOR
FUNCToiTA! DESCRTPION. AISO SEt l/O SCHEDUIES FOfi
CO'TPLCTE NPU] AND OUTPUI IISTNGS
DIAPIIRAGM $IH POSiNO{TR
PRESSURT-REDUCING v^r\,f .
SELf- Coi.ITANED
PRESSURE- STTSIATNTNG VAt\€.
SELF- CO.IIAINED
DIAPERACV VAL\€
AIR CYLINDER OR VANT TYPE OP€RATOR
so!tNorD
AIF-OL CNINDIR
EllcTRrc uoroR
II\ORAULIC CYIINDEf,
Ftow coNlRot 0R rsot^noN GAIE
vA\€: GLOBE. GATE, OR OIXER IN-LINE
TYPE NOT OTHERI}ISI IDIN]IFIED
vAt\G: EISIING OR FUTURT
v^!\tr: IBRE! w Y
^TD
OENOTIS ADJUSTABIC
FRTOJEN'Y DRIVi
ScRtw (LrrT) PUvP
t-<rFITLD MOIJNTEO INS'TRUMENT
INSTRUSTN'T IOJNIED CI
rACE CIf PANEL
INSTRUI'ENT gOUNIED BEHIND
OR IIISDE CIf P NEL
NSIaUnENI taot NIED Or
fACE Of LOCA PAXEL
tNSlRUUf Nr UOITNI@ BEi$.D
oR rNSrDE Ot LOCAT PANET
COTTPUER OR DISTRIBUTED Co|{IROI
sYsIEr FU{CItctJ BLOCI(
PROGR^|.g^B!! LOOC CO.IIROU-ER
SilsrE|. FUrrCTlo|.l BLOC(
X
x
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NI vA!!€: BT,TIERFII, D^VPER ON LOU\€R
0 vllvt: RoTAFY BAIL TYPI
M vA!\€t Pluc rpe
THt f O!!O*iNG roDlllor.lAl
OESIGN^NC|NS |rAY BE UnlEED
ADJ^CEN'I TO SOTTE VAL\[ OR
6AlE STMBOIs
C NORYALTY CLOSED
rc rarls cLos[D
TO FAILS OPEN
frP talLs rN LAST PosllloN
colrlRo! TNTTRLOCX FUNCrlo.l. SEt
SCHEMAIICS AND SYSIE|.I SPEOFTCAIIONS
roR sPEclFrc tuNcllorl
PILO'T Ll6H1 O€ OTHER DtVCf USED
rOR IUUIINATICIN
F srsEs r/o ||{rERfa€
/ DTRECIOTT ()F ARROW DENOIES
t / |,iftxEF I,|PUT oR outPu].
I / SCIUD ARROW DfNOTES ANALOC INPUT
)I OF OUIPUI. ODEN ARROW DTNOIES DIOIA!V INPU'I OR OUIPUT.I
-J-. ,-- LETTERS, IaG NUgBERS,
^BBRE\aaIIO{S ^NDv >t' oTlrEF aNNolaTro{s ^R[ $srLAF lo lH[
F--1 GINIRAL NSTRT,TTEN.I L!G!NO, OASHED IINI
t\-z! THRU SnTBOL REPRTSENTS TUNCTTO{S hi{CH
I ARt NO] NOR8ALLY
^CCESSIBTI
TO IHT
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Y
I
I
l-'lT
lnT
FAT
(v)
Y
FIT
TAG NUMBERS AND ADDITIONAL DESIGNATIONS
FIRST LITTER
SUCCttOlNG LTTIIRS
NuvaaR
^FIER
DASH (-1. -2 nc) DENoTES
UULTIPLT DTVICES USED IN IDENNCAI
DUPLTC^II SYSIIMS
a Lf TTER arTER THt LOOD NJuEtF (31A.318. rrc)
rs useD lo orsTrNoursH vuLrPla sl9lLAF DEvlcEs
IN THt SAMT INSIRUI.IENT LOOP.
LOOP OTSIGNAT106] NUMBER
TAG NUMBERS
MEANINGS OF IDENTIFICATION LETTIRS
frRsl L[mR succeEDl|t6 [TrEr3
INITIATING voorFtER
ANALYSIS
EURNER,coLausTror ustR s c,rocf usfR s cHotct us€R 5 cHocf
co{uJctlvtrY(ELtCrRrCAt)
c(xTRot
DEI{gIY (gA55Jfi sPtdnc OFFERENTIAI
rort^cf (tsF)PRISARY ELEI4EN
W RAII R^l|O (FR^CnON
USEF GLASS
HANO (YANUALLY)
INIIIATED
XIGH
CIJRRtN'I(ELtCrRrCAr)INDICAlT
POV€R SCAN
flr.it oR T[,rt-IIMI RATI
OF CHANGE
ccNlRor, slAno.,l
LIvEL LIGH'I (PILOI)LOvr
g yoslr,Rt oR
HU|rIOITY
gOTENI^RY ITDDLE 0R INTER-
usER s cHoct usER s cHact usER s cfrocE USEF'S CHOICE
o usER s cHoct r"r9?il.$*l
PRTSSURT OR PdN] { TISI
cof,lNE clto{ )
OUANlITY INTEGRATI OR
TOIAUZT
INIIGRA'E OR
RADIAIION
s FREOIJENCY
S^TETY swrTcrl
TI"'PERAIURt
MUL.IIVARI'€Lt u LJL inr uN C Tl ON rlor,/ULTiTUNCTION
vrSRaTron VA\E, DAII|PEF,
$€rGH T OR 9€u
UNCLAS9TIED UNCIASSFIED UNCLASS]FITD UNCLASSIFIED
!\€NT, SIATE.
OR PRISINCt
RELAY OR
COgPUT!
z PO9TTON.
DTMtNSTON
DRIVT, ACTUATOF
OR UNCLASSIFIED
FINAL CONTROL
ILTMINTpH
-
ADDTTTONAL TNSTRUS!NT tD[NTTF|CAT|ON
sEt FUNCITON D[SIGNATIOT]S
AND AEBRIMATIOT{S.
LINE SYMBOTS
GENERAL NOTES
IN GTNIRAL. THI P d ID SYUEOLS AND DTVICE IDENT]FICATIONS
^RE
SASTD CN INSTRUUEN'I SOCIETY Of AIIIFICA. S]AN9ARD
PRACICI rsa-55.1 (1969). SO|{E MODfICAIIO}.15. ADOItiONS.
ANO AITERAT]ONS HAt[ BEIN YADE AS NITDSD IO ACCOggCOATI
THt PROJTCT RtourRtr,i€NTS.
ADDIT]ONAI CONIRO!
^ND
INTERLOCX REOUIRIVEN'IS $IICH CAN
aE MOR! CLI^RLY TLLUSIRAED Ori SCHEr^llC Of;AwTNCS nA\4
EEEN OIiIITED FROII THE P & ID DRAWNGS SOTE PROCISS ITTI,IS.
sucN as EoUTPMENI rSoLAlroN vAlvEs. B\Cass uN!S. ErC..
IVIIICH ARE NO'I CRITICAL FOF ^N UNDERSIANOINc OI TH:
INSTRUMINTATIOi.J FUNCNONS HAVI ALSO BIIN OTIMO
THIS rS A G[NtRAt LtGtND SHIEL Sor.lt SYT.4BOLS ^tlDAEBRCVIATIONS llAY NOT Bt UTILIZID ON THIS SPEOIIC PROJ[C].
PIPING AND EOUIPIIEN] LfGtND APPLIES 'IO P & ID SHIITS
ONII AND UAY DFTER FROV LTCTNDS FOF O HEF SHEETS
HAND SWITCH DESIGNATIONS
P-O- A ttAND-Oaa-AUlO
L-R LOCAT--RIuOE
L-o-F tcrc a! - oFr - Rt r.OTt
o-s-c op[N-s]oP-clost
o-o ori-orr
H'O-F HANO-OaF-RtMOrt
o-s-F ofF-s!ow-Fasl
o-o-a oN-oFr-AUIo
R-0-s-f R!voIE-oFF- SLOw- rASr
|IAJOR PROCESS PIPING G ILO* CHANN'L
StCOtIDARY PROCIsS PIPTNG
MISCILL^NTOUS PIPING
TXISTING OR FU]URI
PIPTNC AND TOUIPMTN']
ELEC]iIC SIGNAI.
PNTUMA'IIC SICNAL
tLtcIRrcaL orR[cTtoN
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rLo\ ARROV\ aO6 PROCISS plprNc
PROCiSS OF SIGNAL LiN! GONC
TO ANOttsitR Srrttl
PROCESS OR SICNAI LINI FFOI/
ANOII.][F SHCE'I {I,(ATCH LT iITRS)
PcocLSS LrNtS ceoSSrNG (N0- Co.lil[cT!o)
INTTRNAL SYSTEM LINX
( soFl\4aR[ oi DArA LrN()
TRANSDUCER AND
CONVIRTER DISIGNATiONS
|n ANNUIAR TYPI
-dJ-
DTaPHRAc$:,tal
o PURGT OR fLASIiING DtVICt
-1-j-
--lrl-- pRrvARy lLOr\ IL€MENT ORtFtCt pLArt
--I=-
pR|lrARy t!ot! LLEMINT. \,!NTuRt TuBt
---=- pRtvARy FLow €LEr,|ENI: rLugt
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PFOPILLTR-'TYPT
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-tz
MIXEF
PROOORTIot,JIN6 OR
|rETIIRINc PUMP
MOlOR
FUNCTION DESIGNATIONS
AND ABBREVIATIONS
I( GNN OR AMNUATE (INPU1:OUIPUT)
-K G^JN
^ND
RIVERSE
l'. !D OR SUU (^DD AND SUBTRACT)
A SUETRACT{DIFFERENCI)
,r IXTFAC] SOUARt ROO]
- DMDI
F( X) CHARACI'RIZT slGNAI
) HrcH-StlEC]
< Low-scltcr
X UU:TIPLY
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CH<. MTTH^NT
CL2 cHroRrt'lt RtStDua!
CO2 CARBON DrOxlDt
D0 Dtssol-!€D oTYGEN
LEL LO{6F EXPLOSIVT LiVIT
MLSS r,uxED LTOUOR SUSPINDaD SOLTDS
02 oxYGtN (PURITY)
pH pH CILL
TURB TUREIDI'].Y
POWER SUPPLY ABBREVIATiONS
t
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rR[ouENcY sHr.r (tnN6
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CURREN,'
PNIUI,iATIC
PUIST OUR^TION
PULSI fR[OUENCY
RESTSTANCI (rLtCrRtCA!)
AS AIR SUPPIY
!S EIECTRTC SUPPIY
CS GAS SUPPIY
H5 EYDRAULIC SUPPLY
N5 N]TROGIN SUPPL!
SS STTAM SUPPTY
V6 WATER SUPPLY
AS>- PON€F SUPPLY SOURC€ !A6EL
ustD onLY v/}ttRt NEcEss^RY
TO }if,LP C!^RIfY AN INSTRUUINT
oR sYsTts ruNclrcN.
txAMPLt r/F e CURRENI rO PNIUMAIIC
TRANDUCIR
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Modificationsf--l
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Process & lnstrumentation
Diagram
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Vail WWTP Aeration System
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CABLE DESIGNATIONS
D E CAIA HIGHWAY
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FINISHEO FLOOR
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STANDARD I&C CABLE,/CONDUIT SCHEDULT
o CONDUCIORS GROUND coNDun coNDucloRs GFOUND CONDUIT
10 2- NO 2 1-NO, 12 3/4 40 2-NO 14 1-NO 1{
t1 f,-NO 12 1-N0. 12 J/4 3-NO. r4 r-N0. 14
1?4-NO 12 1-NO 12 3/1 42 4-NO 1a 1-ilo 1<3/1
1l2-NO 10 1-NO. 10 3/4 l2-N0. l 1-NO 14 >/ a'
l-N0. 10 1-N0 10 J/4 4JE 6-NO. I r-No r{
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15 45 ro-No 14 1-N0. 1a 3/4
17 6-N0 12 l-No 12 3/4 46 rE-N0. 1 -NO rr 2'
18 16-NO 1-N0 l
19 .E 20-NQ. I -N0 1 1/2'
20 49 24-N0. r 1-NO 14 1 1/2'
50 1-NC r 2'
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72 f,-zC l1trls )/^
7l 4-2c lrErs 7/4
5-2C lrSrS
75 6-2C Ilars
76 7-2C t 16rs i 1/2'
77 E-2C *lETS i 1/2'
r0-?c r 18Ts
79 SANUT CABLI 1/2'
lnstrumentation
Details & Schedules
HDR Engineerirg, hc.r-I le r&so.r
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oo oo
Design Review Action Form
TOWN OF VAIL
Project Name: Eagle River Water and Sanitation District
Project Description: locating landmarks for below ground facilities
Owner, Address and Phone: ERWSD, attn: Fred Haslee, 846 Forest Road, Vail CO 81657
ArchitecUContact, Address and Phone: n/a
Project Street Address: n/a
Legal Description: n/a
Parcel Number: n/a
Comments: n/a
Building Name: n/a
Board / StaffAction
Motion by: BiIl Pierce
Seconded by: Melissa Greenauer
Vote: 4-1 (Woldrich opposed)
Conditions:
Action: Approved with Conditions
1) all posts must be at least 10'offofthe edge ofroad asphalt.
2) this approval is for a temporary ildemonstration periodt' and will be up for review again by the
Design Review Board on or before March 15, 2001.
3) The use of bird/bat/butterfly houses is optional - stand alone posts are acceptable as well.
Town Planner: Brent Wilson
Date: March 15,2000
F:\EVERYONE\DRB\APPROvAL\97\l DRBAPPR.FRM
DRB Fee Pre-Paid: n/a
oo Questions? Ct nunning staff at 47s-zt3a
I0l4'l\
MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
AND SITE IMPROVEMENTS
GENEML INFORMATION
This application applies to changes made to a site or exterior alterations of a building. Any
alteration in which additional building square footage is added will require an "additions"
applicatlon.
I. SUBMITIAL REOUIREMENTS
tr Photos or sketches which cleadv convey the existing conditions.
tr Photos or sketches which clearlv convey the proposed building or site alteration(s).
tr All relevant specifications for the proposal including colors and materials to be
useo.
n Condominium Association approval (if applicable).
n If the intent of the proposal is not clearly indicated, the Administrator may
determine that additional materials are necessary for the review of the application.
t
BUILDING MATERIALS:
oo
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:
oo
CQ!O.R:*
Roof
Siding
Othcr Wall Matcrials
r ascla
Sottlts
Windows
wlncow I nnl
-. Doors
lJoor I nnt
Haud or Dcck Rails
Flucs
Flar'^ltirrgs
Chirnncns
Trash Enclosurcs
Grecnhouscs
Rctaining Wal ls
Exterior Lighting**
Other
* Please specify the nranufacfurer's color, nr,rnrber and attach a srnall color chip
++ Ail cxtcrior lighting must nreet the Town's Ligbting Ordinance I 8.54.050(J). If exterieir lighting is proposed,
plcase indicate thc nuurbcr of fixtrrrcs and locations on a separatc lighting plan. Identiff each fiiture type and provide
the height above grade, lumens output, lunrinou.s area. and attach a cut shcct ofthe lighting fixhues.
':
{,
2 " Updated 6/97
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BE REMOVED:
Tvnc
GROUND COVER
oo ao
PROPOSED LANDSCAPING
Botanical Nanrc Conrnton Namc Ouantity Sizcr
. +Mininrunt icquircmcnts for landscaping: dcciduous trecs - 2 inch calipcr
conifcrous trccs - 6 fcct in hciehtshnrbs - 5 gallons
Squarc Footasc
sr)n
SEED
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL
OTHER LANDSCAPE FEATURES(retaining wails, fenccs, swiurming pools, etc.) Please specify. Indicate top and
bottom clevations of rctaining rvalls. Maxinlrnr height of walls within the front setback i< 1 fe.1. Maxirnum hcight of
rvalls elscrvhcrc on the propcrty is 6 tdct.
oo oo
TITJI.ITY LOCATTON VERIFICATION
This fornr is to vcrift servicc availabiliry and location for new construction and should bc uscd in conjunction
rvith prcparing your utiliry plan and scheduling installations. Thc location and availabiliry of utilities. whethcr
thcy be rnain trunk linqs or proposcd lincs. mu.st bc approvcd and vcrificd by thc following utilitics for the
acconrpanying .sitc plan.
Authorizcd Signaturc Date
U.S. Wcst Comrrunications
t-800-922-t987
468-6860 or 949-4530
Public Service Company
949-578 |
Cary Hall
Holy Cross Elcctric Assoc.
949-s892
Tcd Husky/Jolrn Boyrl
T,C.I.
9.19-55 3 0
Floyd Salazrr
Eaglc Rivcr Watcr
& Sanitation District *
476-748t)
I'rc0 Hastcc
* Plcasc bring a sitc plan, floor plan. and clcvations whcn obtaining Uppcr Eagle Vallcy Watcr & Sanitation
signahrrcs. Firc florv nccds must bc addrcsscd.
NOTES:
l.Ifthc utility vcrification forrrr has signaturcs fronr each of the utilify companics, and no
collrltrcnts arc ntadc dircctiy on thc lbrrtr, thc Torvn rvill prcsumc that therc arc no problcnrs and
thc dcvclopnrcnt can procccd.
lf a trtility company has conccrns with thc proposcd construction, the utility reprcscntativc shall
note directly on the utility vcrification fonn that there is a problcm rvhich nccds to be rcsolved.
Thc issr-rc shouiri ihen bc dcuilcd in an attached lctter to the Town of Vail. Howsvc;, ;l::se
kccp in mind tirat it is thc rcsponsibility of the utiliry company and the applicant to resolvc
trrv\.r.!.:.,.
These vcrifications do not rclicvc the contraitor of the responsibility to obtain a Public Way
Pennit fronr thc Dcpartmcnt of Public Works at thc Town of Vail. Utility locations must be
obtained bcforc disqine in any public right-of-rvay or cascmcnt within tlic Town of Vail. A
buildine perrnit is not a Public Way pcrnrit and nrr$t bc obtaineil separately.'
tl
:' Ui:aated 6/97
z.
3.
It.
III.
oo OO
PRF-APPLICATION CONFERENCE
A prc-application confcrcrtcc rvith Torvn of Vail stafl'is rcquircd. No appiication can bc acccptcd unlcss thc
tuattdatory prc-application nrccting has bccn conrplctcd. lt is thc applicant's rc.sponsibiliry to schcdulc this
rnccting by calling 970-479-2128.
TIME REOUIREMENTS
Thc Dcsign Rcvicrv Board nrccts on thc lst and 3rd Wcdncsdays of cach month. A coniplctc application
fornr and all accontpanying nratcrial nurst bc acccpted by the Conrnrunity Development Departnrent a
nrinirnunr ofthrcc and a half13 l/2) wecks prior to thc datc of thc DRB public hcaring.
REVIEW CRITERIA
Your proposal will bc rcvicwcd for conrpliancc rvith thc Dcsign Cuidelines as sct forth in Scction 18.54 of the
Municipal Codc.
NOTE TO ALL APPLICANTS:
A. tfa propcrty is locatcd in a mappcd hazard arca (i.c. snow avalanchc, rocldall. floodplain. dcbris
flow, rvctland, ctc). a haz-lrd study nlu.st bc subnrittcd and thc orvncr nrust sign an aftidavit
rccogrrizirrg thc haz-ard rcport prior to thc issuarrcc ofa building permit. Applicants are encotrragcd
to chcck rvith thc planrring staff prior to subnrittal of a DRB application to dctcrminc thc.rclationship
of thc propcrty to all rrrnppcd hazards.
Basic Plan Shcct Fornrat. For all survcys, r^itc plnns, landscapc plans and othcr sitc irnprovcrncnts
plarts, all of thc follorving rnust bc shorui.|. Plan shcct siz-c rnust bc 24" x 36" . For largc projccts, largcr plan size may bcallowcd.
2. Scalc. Thc rninirnuru scalc is l"=20'. All plans nrust bc at thc sanlc scalc.
3. Craphic bar scalc.
4. Nonh arrorv.
5. Titlc block, projcct narnc, projcct adtircss and lcgal dcscription.
Q Indication of plan prcparcr. addrcss and phonc nurrrbcr.
7 . Dlrtcs of original plan prcparation and all rcvision datcs.
tt, Vicinity nrap or location nrap at a scalc of l "= 1,000' or largcr.
9. Shcct labcls and nuntbcrs.
l0 . A bordcr with a minimum left side rrnrgin of 1.5".
I l. Narncs ofall adjaccnt roadways.
12. Plan legcnd.
(-_For new constnrctiou and additions, the applicant must stake and tape the project site to indicate
propcny lincs, proposed buildings and building corners. All trees to be removed must be tapcd. Thc
applic ant must enst rc that staking done during th c rvinter is not bui cd by snorv. All sitctapings
and staking must be completcd prior to thc day of thc DRB rneeting.
Applicants who fail to appear bcfbrc the Design Revicrv Board on their schcduled meeting date and
rvho have rtot asked in advancc that discussion on their item be postponed, will havc thcir itenrs
rcrnoved fronr the DRB agcnda urtil such tinreas the itcur has been rcpublished.
If thc DRB approvcs thc application with conditions or modifications, all conditions ofapproval
Inust be rasolvcd prior to the issuance of a building permit.
D.
: Updared 6/97
B.
n
B.
oo oo
STAFF APPROVAL
The Administrator may review and approve Desigr Rcview applications. approve rvith cenain modifications.
deny the application, or nray rettr the application to thc Design Rcview Board for dccision. Allstaff
approvals are strbjcct to final approval by thc DRB. Thc following types of Dcsign Rcview applications may
bc staff approved:
Any application for an addition to an existing building that is consistent *ith thc architcctural dcsigr.
ntatcrial,s and colors of thc building. and approval has beerr rcceived by ar authorized mernber ofa
condonriniurn association. if appl icablc:
Any application to nrodify an existing building that does not sigrrificantly changc the exisring planes
of the building and is generally consistcnt with the architectural design. materials and colors of the
building. including. but not lirnited to extcrior building finish materials (e.g. stonervork, siding. roof
ntaterials. paint or stain.), cxterior lighting. canopics or arvnings. fences. antennas. satcllite dishes.
rvindorvs, skylights. siding. utinor cornnrercial facadc improvcnrcnts, and other similar modiiicatiotrs:
Anv application lbr sitc improvenrents or modifications including. but not limited to. driveway
rnodi{ications. sitc grading, site rvalls. removal or modifications to existing landscaping. installation
of acccssory stnictues or rccreational facilities.
ADDITIONAL REVIEW AND FEES
lfthis application requires a separatc review by any local. state or Federal agency other than the
Torvn of Vail. thc application fce shall bc increased by $200.00. Examplcs ofsuch rcvierv, may
includc. but are not linritcd to: Colorado Dcpanmcnt of Highrvay Acccss pemrits. Army Corps of
Enginccrs 4(X. etc.
Thc applicant shall bc responsible for paying any publishing fecs rvhich are in excess of50% ofthe
application fee. If. at the applicant's request. any mattcr is postponed for hcaring. causing the matter
to bc re-published. thcn the entirc fce for such re-publication shall be paid by thc applicant.
Applications dcemcd by the Conrmrrnity Devclopnrcnt Dcpartmcnt to have design. Iand usc or other
issucs r,vhich may have a significant impact on the conrnruniqv may requiie review by consultants in
addition to Town staff. Should a determination be made by the Town staff that an outside consultant
is necdcd. the Comrnunity Devclopmcnt Departmcnt may hire the consultant. The Departmcnt shall
cstinlatc thc arnount of money necessary to p'ay thc consultant and this amount shall be forwardeC to
the Town by the applicant at the tirne of filing an application. Expenses incurred by the Town in
excess ofthc amount ionvarded by the application shall bc paid to thc Town by the applicant rvithin
30 dalzs ofnotification by the Torvn. Any excess funds will be reftrned to the applicant upon revicw
cr>nrnlction.
tipdated 6i97
A.
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'al ows ano ooves
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2101. By Drnalc ana !illia'SloKe:
Th s oeaitif- :ool rs 'led ,,,t (l ,r oroto- ao'
of al three b ueoirC soecies : (otlar-s eve-,:r n.-
you need ic know lo rrt^g:irese 3ei,jvec 0':; tc
ycur 1a Ol.reb rC:ia
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a n:':-: Pur! € i,lai -
(Easre'n,
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the conseflli:
AnenianLebi-a
Ill.'../ 1)rr. i. ira-:r nlrtrr.
oo oo
tLqrne Lhabitat Oo}."sgn3 \cQO B** \L^
s toiMnrE YouR GRRorru'o o* trAcE To WALK THRoucH oR Lrv
Re,ax w tlr :':
t' .llonarch, ra lour qorJen
sIeDun{L stanc:
I.eSi D:a-ft'Ji ;:;i^e:-0ta;5 r t\ STe:0t^:
sltres con: 'r a'.;rre:\ ct cii,t.rs jea:u rc
,JCi- Ta\rCr:e D rc5, n5e(15, i owe's anc
',,;i d ie Se ect on rav vary DV store.
.aovbucs fr I eat I.c-sancs
of planl-oestrov nc :rrios rr
your garde'. Provca a non'€
lor these aooiab e r's:cls.
rflln aat l0e\
Trac(|ng v: -, c,:a
wealhe' rs :'ur actrvrt,.
(t:rt hr mc:<' 'rnn rn ,-
daiv rainta witn a dec-
^Dtivo .r n .r ^o ^r
c,r00se 0re Dl 0ul TUnfilona
ga!ges. v'(€ rave a vanerv o{ tnermomet:'s, snc,.
ga-ges a': cl^: wr:t' i' ,'strumen5 lo ira(fl':
your locat ',,.:alrer.
Ava lab e . a ia ,e-i o: s-aoes, srzes a-o ressaces i:'
FvD..r | (--< -- D6r(.n^ ,?pd qtn-p( ,\ailaOl( IC:
50unc are,:leJ Dt a
c"rrn:. f ^oc-.e irom
iar:e se,ec :- o- wrnc
cnin:l
!
derornrirc hir,lhatht,
I.ese deroralr.a 3rrdDat.s \riil
add a fiarr tc !JJr oarde:. !'ve
have : varie:; c'oecoralrve
b rdbatns anc icuntains.
'1-&oSro I n.d-4 tort gtllnen $n
Choose irom a var etv oi coior1,,l stained-qla;s
caroe^ s:a(es feat"rrnc rirds, oulierfles an:
rnse:s Add Dea,ty to lour qaroe'r cr a
llcv,,enct Tnev nake,;.,oncer-
iJ grfts iof birthoais
noldays, annrve"
sarle5. ieacners an0
cc-.i'0rKer:rcaJ housc;
:nlo'i lne rlCn:: me C':'-: C'
iiogs and toads. Enc:,'a:,'
tnem ic TnaKe voJr 0a'l:'
the r hone wiin a Wr -, aa
roac n0me
llBl I i OBL hor housc
'1211. Ot 3ar louse :
oes grec :: lre Organ zatron
ior Bat Conservation (08[]
(np. ti.:- . -. rrrr1 r:n nrrrco
iCt -:scuito'eal n: Dats.
membersn , :o OBC.
Prov ce a craae ior bute'f res :o rocs: anc . J:''
raie \(iti a b"fterflv house. 1 r,,;i I look qie::
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Questions? carr t0ranning staff at 47g-zL3B
MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
AND SITE IMPROVEMENTS
GENEML INFORMATION
This application applies to changes made to a site or exterior alterations of a building, Any
alteration in which additional building square footage is added will require an "additions"
application.
I. SUBMITTAL REOUIREMENTS
W Photos or sketches which clearly convey the existing conditions.
d Photos or sketches which cleadv convey the proposed building or site alteration(s).
d All relevant specifications for the proposal including colors and materials to be
used.
fl Condominium A,ssociation approval (if applicable).
n If the intent of the proposal is not clearly indicated, the Administrator may
determine that additional materials are necessary for the review of the application.
/
o%
TYPE OF MATERIAL:
ffiA
r!
\
BUILDING MATERIALS;
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
FIUeS
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
COLORT
elz.V-
* Please specifo the manufacturer=s color, number and attach a small color chip
# All oderior lighting must meet the Town=s Lighting Ordinance 12-11-5J. If o<terior lighting ls proposed,
please indicate the number of fiItures and locations on a separate lighting plan. Identify each fixture type
and provide the height above grade, lumens output, luminous area, and attach a cut sheet of the lighting
fixtu res.
tltAvroJtzod, >lura..nurn
2+
?PROPOSED I.ANDSCAPI T{G
Botanical Name:Common Name:Ouantitv: Sizex:
PROPOSED
TREES AND
SHRUBS:
DOST1NG TREES
TO BE
REMOVED:
*Minimum requirements for landscaping:deciduous trees - 2 inch calioer
coniferous trees - 6 feet in height
shrubs - 5 gallons
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION
CONTROL
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools,. etc.) Please specify. Indicate top
and bottom elevations of retaining walls. Maximum height of walls within the front setback is 3 feet'
Maximum height of walls elsewhere on the property is 5 feet.
tUTILIW LOCATION VERIFICATION
This form is to verify service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they be main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Siqnature Date
U.S. West Communications
1-800-922-1987
468-6860 or 949-4530
Public Service Company
949-5781(Gary Hall)
Holy Cross Electric Assoc.
949-5892 Oed Husky;John Boyd)
T.C.L
949-5530 (Floyd Salzar)
Eagle River Water
& Sanitation District *
476-7480 (Fred Haslee)
l..tA
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L[ f.r
* Please bring a site plan, floor plan, and elevations when obtaining Upper Eagle Valley Water &
Sanitation signatures. Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no commenB
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concems with the proposed construction, the utility representative shall note
directty on the utility verification form that there is a problem which needs b be resolved. The issue
should then be detailed in an attached letter to the Town of Vail. However, please keep in mind
that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Worls at the Town of Vail. Utilifv locations must be obtained before
diooino in any public right-of-way or easement within the Town of Vail. A buildinq oermit is not a
Public Wav oermit and must be obtained seoaratelv.
,.
n.
PRE-APPLICAT]ON CONFERENCE
A pre-application conference with Town of Vail staff is required. No application can be accepted
unless the mandatory pre-application meeting has been completed. It is the applicant=s
responsibility to schedule this meeting by calling 970-479-2128.
TIME REOUIREMENTS
The Design Review Board meeb on the 1st and 3rd Wednesdays of each month. A complete
application form and all accompanying material must be accepted by the Community Development
Depaftment a minimum of three and a half (3 1/2) weeK prior to the date of the DRB public
hearing.
REVIEW CRITERIA
Your proposal will be reviewed for compliance with the Design Guidelines as set forth in Section 12-
11 of the MuniciDal Code.
NOTE TO ALL APPLICANTS:
A. If a property is located in a mapped hazard area (i.e. snow avalanche, rocKall, floodplain,
debrb flow, wetland, etc), a hazard study must be submitted and the owner must sign an
affidavit recognizing the hazard report prior to the issuance of a building permit. Applicants
are encouraged to check with the planning sbaff prior to submittal of a DRB application to
determine the relationship of the property to all mapped hazards.
B. Basic Plan Sheet Format. For all surveys, site plans, landscape plans and other site
improvements plans, all of the following must be shown.
1. Plan sheet size must be 24'x 36". For large poects, larger plan size may be
allowed.2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
3. Graphic bar scale.4. North arrow.
5. Title block, project name, project address and legal description.
6. Indication of plan preparer, address and phone number.
7. Dates of original plan preparation and all revision dates.
8. Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers,10. A border witi a minimum left side margin of 1.5".
11. Names of all adjacent roadways.
L2. Plan legend.
C. For new construction and additions, the applicant must stake and tape the project site to
indicate property lines, proposed buildings and building corners. All trees to be removed
must be taped. The applicant must ensure that staking done durinq the winter is not
buried by snow. All site tapings and staking must be completed prior to the day
of the DRB meeting.
D. Applicants who fail to appear before the Design Review Board on their scheduhd meeting
date and who have not asked in advance that discussion on their item be postponed, will
have their iterns removed from the DRB agenda until such time as the item has been
reoublished.
E. If the DRB approves the application with conditions or modifications, all conditions of
approval must lre resolved orior to tl\e issuance of a building permit'
IV.
q
STAFF APPROVAL
The Administrator may review and approve Design Review applications, approve with cedain modifications,
deny the application, or may refer the application to the Design Review Board for decision, All staff
approvals are subject to final approval by the DRB. The fcllowing types of Design Review applications may
be staff approved:
A. Any application for an addition to an existing building that is consistent with the architectural design,
materials and colors of the building, and approval has been received by an authorized member of
a condominium association, if applicable;
B. Any application to modify an existing building that does not significantly change the exbting planes
of the building and is generally consistent with the architectural design, materials and colors of the
building, including, but not limited to oderior building finish materials (e,9. stoneworlg siding, roof
materials, paint or stain,), exterior lighting, canopies or awnings, fences, antennas, satellite dbhes,
windows, slvlights, siding, minor commercial facade improvements, and other similar modifications;
C. Any application for site improvements or modifications including, but not limited to, driveway
modifications, site grading, site walls, remova I or modifications to existing landscaping, installation
of accessory structures or recreational facilities.
ADDMONAL REVIEW AND FEES
A, If this application requires a separate review by any local, state or Federal agency other than the
Town of Vail, the application fee shall be increased by $200.00. Examples of such review, may
include, but are not limited to: Colorado Depaftrnent of Highway Access Permits, Army Corps of
Engineers 404, etc.
B. The applicant shall be responsible for paying any publishing fees which are in excess of 500/o of the
application fee. If, at the applicant's request, any matter is postponed for hearing, causing the
matter to be re-published, then the entire fee for such re-publication shall be paid by the applicant.
C, Applications deemed by the Community Development Departrnent to have design, land use or other
issues which may have a significant impact on the community may require review by consultants
in addition to Town staff. Should a determination be made by the Town staff that an outside
consultant is needed, the Community Development Department may hire the consultant. The
Departrnent shall estimate the amount of money necessary to pay the consultant and this amount
shall be forwarded to the Town by the applicant at the time of filing an application. Expenses
incurred by the Town in excess of the amount fonvarded by the application shall be paid to the
Town by the applicant within 30 days of notification by the Town. Any excess funds will be returned
to the applicant upon review completion.
VI.
t
t
tF
J I sEcrloN 07245
I 2 EXTERIOR INSULATION AND FINISH SYSTEIVI (EIFS)
I i PARTI- GENERAL
. + l.l s[ ]l]l.\RY
I i A. Sectron lrtcludes:
6 l. Exterior insulation and finish system (EIFS)
a 7 B. Related Sections include btrt are not necessarily limited to:
I 8 | . Division 0 - Bidding Requirements, Contract Forms, and Conditions of lhe Contract.
I 2. Division I - General Requirements.
l0 i. Section 06100 - Rough Carpentry.
I I -t. Section 07600 - Building Sealants.
l2
IJ 1.2 QU^\LITY,\SSURANCE
14 A. Ret-erenced Standards:
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\ B. Qualifications:
l. American Society for Testing and Materials (ASTM):
a. C150, Specification for Portland Cement.
b. C578, Specification for Rigid, Cellular Polystyrene Thermal Insulation'
c. E84, Test Method for Surface Burning characteristics of Building vlaterials.
2. EIFS Industry Members Association (EIMA):
a. l0l .86 Test Method for Impact Resistance.
l. Underwriters Laboratories, Inc.(UL):
a. BuildinglvlaterialsDirectory.
1,1
li
26
27
28
l9
_r0
l. Applicator shall be licensed or approved in rwiting by manufacturer.
2-. .+pplicator shall have minimum l5 years experience installing similar products on projects
rvith similar scope.
3. .{ppticator shall have successfully completed minimum of three projects rvith similar scope
during past 3 years.
4. Insulation board manufacturer shall be approved in rvriting by finish system manufacturer.
J I I.3 DEFINITIONS
l2 A. lnstaller or Applicator: Installer or applicator is the person acrually installing or applying the
.\l product in the field at the Project site.
.l-1 I . Installer or applicator are synonymous.
.r5
i6 I..I SUB}IITTALS
'.1 A. Shop Drarvings:
lS l. See Section 01340.
i() 2. Product technical data including:
lO a. Acknowledgement that products submined meet requirements ofstandards referenced'
I I b. Scaled detaits ofall joints, corners, terminations, and flashings'
t I 1) Vlinimum scale of details: I = 8.
I i c. Vlanufacturer's installation instructions.
t-l l. lvlanufacturer reconunendalions for using metal lath specific to this Project.
l\
Vail WWTP Acrarir)n System
Moditicarions
072.rj - |
)
l B. Miscellaneous Submittals:
2 1. See Section 01340.
3 2. Applicator qualifications.
4 3. Warranty.
5 4. Letter from EIFS manufacturer stating insulation to be used is acceptable as substrate for
6 system specified.
'1 C. Samples:
8 l. For initial color selection, provide manufacturer's full line color samples for Engineer's
9 finish and color selection.
i0 2. After initial color selection, provide l2 x l2 IN sample ofselected finish(es) and color(s).
1 I D. Operation and Maintenance Manuals:
12 l. See Section 01340.
14 I.5 DELIVERY, STORAGE, AND HANDLING
I 5 A. Deliver material in original containers bearing manufacturer's name, identification of contents,
16 written application instructions, and health, hazard and safety data.
l7
18 r.6 WAR&\\TY
19 A. Provide manufacturer's standard limited materials warranty signed by the manufacturer.
20 1. Warranty period shall be 5 years.
2l B. Provide 5-year installation warranty signed by applicator against system or component loss of
22 bond from substrate, peeling, flaking, chipping, or cracking of surface as result of application
23 defects.
24
25 PARTz- PRODUCT
26 2.1 ACCEPTABLE MANUFACTURXRS
2'7 A. Subject to compliance with the Contract Documents, the following manufacturers are
28 acceptable:
29 l. Exterior insulation and finish system (EIFS):
30 a. Dryvit SystenL Inc.
3l b. STO Industries, Inc.
32 c. SYENERGY Wall Systems.33 d. usc.
34 e. TEC, Inc.
35 2. Polystyrene insulation board:
36 a. Any manufacturer acceptable to EIFS manufacturer.
37 3. Sealant: See Section 07600.
38 B. Submit requests for substirution in accordance with Specification Section 01640.
)v
40 2.2 VIATERIALS
4l A. Primer/Adhesive: Acrylic based material mixed with Portland cement as recommended by
42 manufacturer for use as an adhesive and for fabric embedment.
43 B. Portland Cement: ASTM C150, Type I or [].
44
45
. :-.. j :i., i- ::, Vail WWTPAeration System
07245 - 2
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C.Rigid Polystyrene Board Insulation:
l. Foamed, exPanded:
a. ASTM C578, TYPe I
2. Density:
a. llinimum I0 Pcf
b. llinimum 2.0 pcfat mechanically anached areas'
3. ComPressivestrength:
a. 1.0 pcfdensitY: l0 Pst mlntmum
b. 2.0 pcf densrrY:25 Psi mrnimum
+. Thermai conductivity (K value at 75 DegF): 0 25 minimtrm'
i. Dimensional tolerances (2 x 4 FT board stze):
a. Edge tnreness: Shall not deviate more than l/i2 lN/FT oflength or rvidth'
b. Thickness tolerance shall be plus/mrnus li 16 [ir{'
6. Age (air dry) for minimum of 6 weeks prior to use
7. Thickness: As noted on the Drawings'
8. lVlaximum size board: 2 x 4 FT'
ReinforcingFabric:Manufacturer'sstandardglasstiberfieldreinforcingfabric'
L llanufactur., ,, ..rponrill. for providin! heavy-duty reinforcing l3!11q rvhere required by
project conditions.
Finish Coat: Acrylic based, factory-mixed coating' having integral color and texture'
Water: Potable.
Primer, Adhesives, Levelers, Groundcoats: As recommended by EIFS manufacrurer'
Additives: Rapid binders, anti-freeze, accelerators etc NOT ALLOWED.
Sheathing: See Section 06100:
I . Acceptable for EIFS manulacturer'
Sealant: Polyurethane based material approved by EIFS manufacrurer'
MetalLath:DiamondmeshJ/4LBISYminimumgalvanized|oruseininstallingSystemover
unsound surfaces. Venfy with system manuiacrurer'
Fasteners for Mechanically Anached System: As recommended by system manufacrurer with
rvashers.
P.TRT 3 - EXECUTION
INST.\LLATION
A. Install products in accordance with manufacturer's instructions'
B. Provide metal lath over previously painted and,/or other unsound surfaces or where indicated on
Drawings or where required by EIFS manufacturer'
C. Verify sheathing and accessories are complete and sound'
D. provide expansion, control, and/or aesthetic joints in accordance rvith manufacturer's guidelines
and as shown on Drawings'
E.Caulkallcontrol,expansion,andotherjointsinaccordancewithmanufacturer'sinstructlon'
F. Cure material in accordance *rth system manufacturer's recommendations'
END OF SECTION 07245
Vail WWTP Aeration System
Modillcations
072.15 - -l
D.
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VONORAL 8EAII PENETRATION, VERIFY SIZE. PROFIL€ ANO
!9C4!O! St ! aROUNo vONORAIL w/ l/.' THrCK NEOPRENL
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Sections
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Oun,n"n, .rt8Hfl Xil Deveropmenr
75 S. Frontage Road
Vail, CO 81657
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Tn f SA4t ReceiprNo. SBS€
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Proiect: '
Please make checks pi
Account No.Item No.Code#iCostEach Total
001 00003141110 Zoninq and Address Maps zA $5.00
001 0000 314 1112 Unlform Buildino Code - 1997 - Volume 1 &2 $s0.9s
001 0000 314 1112 Uniform Buildinq Code - '1997 - Volume 3 $57.20
001 0000 3141112 International Plumbing Code - 1997 cB $36.00
001 0000 314 1112 lnternational Mechanicai Code - 1998 cB $s5.00
001 0000 314 1112 Uniform l\/echanical Code -1997 $3s.60
001 0000 314 1112 Uniform Fire Code $36.00
001 0000 3141112 National Electrical Code CB r $37.00
001 0000 3141112 Abatement of Danqerous Bldq.'s 1997
001 0000 3141112 Model Enerqy Code - 1995 $10.00
001 0000 3141112 Analvsis of Revisions to 1997 Uniform Codes s12.75
001 0000 3141112 Other Code Books lJtf
001 0000 314 1211 Blue Prints/Mylar Copy Fees BF $7.00
001 0000 314 1 11.1 Xerox Copies XC $0.25
001 00003141111 Lionshead Master Plan ($1.80/51 .60)MS $40.00
001 0000 314 1111 Studies, Master Plans, etc.MS
001 0000 31s 3000Penalw Fees/Re-l nspections PN
001 0000 31 1 2300 Plan Review Re-check Fee ($40/per hour)PF
001 0000 31s 2000 Off Hours lnsoection Fees OH
001 0000 312 3000 Contractors License Fees
001 0000 312 4000Sign Application Fee sP $20.00
001 0000 312 4000Additional Siqn Application Fee SP
001 0000 311 2240Design Review Board Fee (Pr+paid)DR -7
001 0000 31s 3000Buildino Investioation Fee PN
001 0000 240 3300 Developer lmprovement Agreemont Deposrl D2-DEP1 0
001 0000 31 2 1000 Restaurant License fee (TOV)FTL
001 0000 230 2000Spec. Assess.-Restaurant Fee to Co.Dept Rev.SA
'001 0000 201 1000 Taxable @ 4.590 (State) - Tax payable TP
'001 0000 310 1100 Taxable @ 4.070 (Town) - Retail sales Tax T7
OtheriMisc. -MS
001 0000 311 2500 PEC APPUCATION FEES
001 00003112500 Additional GRFA - '250'PV $200.00
001 00003112500 Conditional Use Permit PV $200.00
001 0000311 2500 Exterior Alteration - Less than 1 00 sq. ft.PV $200.00
001 0000311 2500 Exterior Alteralion - More than 100 sq. ft.PV $500.00
001 0000 311 2500 SDecial DeveloDment District - NEW PV $1,s00.00
001 0000311 2500 SDecial DeveloDment District - Maior Amend PV $1,000.00
001 0000 311 2500 SDecial Develooment District - Minor Amend D\,/$200.00
001 0000 311 2500 Subdivision Fees o\,/
001 0000 311 2500Variance PV $250.00
001 0000 311 2500 Zoninq Code Amendments PV s2s0.00
Re-Zoning PV $200.00
001 0000 319 s100 Greenstar Proqram
Other -MS '\
TOTAL:2fl.X)
comments: ar'/ B,G,/-?.I e"r )rlstt,(c
Money Order #Check #Received ,r, Qt/U
F:/Everyone/Forms/Salesacl.exe
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- The Torvn of Vail
N9 "5 335
DATE
RECEIVED FROM
ADDRESS
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@Nrnrxrrs I IERSI(pS As 9€OFED sflAtl. E nSrA[.LED
lr at cottftlcltot .Ertls rt yA.ls Am srrSs 0F t qrO
llO,Dl{C glslls At{t Cr|AnilA-S. *C[PT *l8t lOC rED -
o'rl€Rffie
Rqro{or Aro ctl^r At cotsnucnoN .nNls l| r Lls A'l0
srrSs As SPEoFED PRoR ro pucnc AoJ catT @NcREtE
s^roan$ilG 0R ott€ PR€p$lrlot f H(F:ao|rAr n{D
lBllcll.r'{Is |s RtqIftD AS SPSCfED.
C€NERAI
DTMENSoNS ANO AlvAllcris 0f D0sIlNG CONSInUCIo,T
IRE gto*?{ FoR STOONC OrrLY.
EFRC^NOI n€q.,RTD
@r{lR^grm 9rAI noRqroty r|gEqt Aro s.m,gr q!il-
ING COrsIFlJcIlo|t To t&Fr otno{go.s. 8.Ev^ltotg
fic. rHctt ArTtcT tlrE rG( s{orit oil n€ DRr*tcs
REPGIUTG OSCR€P^}IOES
REPoRI x{y y &Allo5 0R USCTEPX|OES rO If OfCn
ETfiE PROCTEilG
MOOINCAIION OF COilCRETE PRIOR TO
co{ sTRucTlo{ c!r{ IRACI
Ft.
GL
0E9O{ Ul/E I.oADS
A FLOM ANEA&
I. XEW GNAI}IC FLooR - r00 PsF
8. SA9rc - ZO€ | PA t'|FoRr. A|t$|c C00e
i.r
I1J
c{
ca
c7.
vz
sceE
D€ Fq.rom,G lolES or rostcAroil tr qlst[F
CINCREIE
^RE
GSITTAL I'{' APPLY rc IflE OrIN€ PNO.ECT
ACEPT TflERE THERE ARE SP€ONC INUCAICilS lo IHE
CONIRARY.
lrE To DosTlric srR cluRg
vinERE 'IlE TO Anlnc SnuCruRE ts tNOcAlED. Cofl-
'IRACIOR 9iALL SIRATO.ilE{ ANo SA|oBLAS' DOIS-S Ato
rED SPLC€5 lrfi Ntr RANFORCA.ATT AS DFIXIID q{ l|rt
oRArilcs fi As onEcrED 8y lHE orEn 0R $tAtt pRc
t'D€ DffEs AS roc ID 0r{ l}€ DR TilGS
.gilT PREPTRAIOI
a$rc co€RErE gJRFACES tO f,.EnO f,il rcr
@arcREtE $ral 8€ tHoRqrqi_y cLEAlt@ By slr{oat$$tc
/rlD @AIED rtH POXY gqtpfiG Cq.Pd,'l@ JrSr pFoR IO
ilca.ofi 0F r€1r ctrtcRElE
.DNT TREATTfI{I
gJRF CES APOSED rO VEy gr^tt B€ XErlty SAW ArT ID A
o€PIH F rlt Pfrm, IO RArOuNc nrE ASnNG COI{CREIE
uin€ss l|olED 0lfir6E oil nG DRArncs lo0€}r
SJRFAE< SIAIL RECAVE A IOoLED .rcNT 8E'IEE}{ i€r
Ar0 frsl|.rc cd{cREtE
DOTE TG
DOIfLS 9{TTT E GROU1ED gY @AID6 NC DRI.I.ED Hq S
Al{D DOTEI.S il'tH EPofi BOOilc CCTPdJTO ArO nstx$rc
rHE OOIE-S rlIO I}€ t|(I.Es. EPtrY GRq,,T Sil[T E
FORCED NTO XO(€S Rt flt ll€ tOG. Sr SpECnCAIOt{i
Hd.ES $tAt! 8E 8Loril q,rT PRfi rO puO$C EPOXY.
w ltRsIoP:;
Y'llERE WA'IASTe BETr€Dl XEf, AriD AtsllNC @iICRETE lS
REqIRED. CotfiRACIOR gaU PflPART ga@il @ilCngIE
SJRFAC€ ATiD APPLY HIlROftruC iATTR-STOP il
AC@RDANCE r|lH t| TERSIoP rAM.FAgrufi€rS
RE@rtoo Tofis Als sPEc s€cnoN o:!bo
\EFFY OoSnXG oilExstoilS
srRUgruRrL'OIE.tSOils RElrID rO oR COTnOUID 8Y
AISNNO SIRUCruRES SHAT E VTRFE TI FE..O BY l}f,
@NIRACTOR PROR TO CO{CRflE tw(
ALUMINUM
ce
c|l.
L3.
o5,
u7.
41.APTCABI.€ COO€
ALUtil{UU Co|rSrRUCtOat SltAI CoflF@r nt rH€ LAr6r
ED|lo|{ OF rH€ Ar-Uvr}iUU Cc|rSlRUCltoN UA}rUlL S IHE
auurM,|l Ass@Allol.
IAIENA
uiluss oTHERSSE r{ocArED, stRugnnll Aurni t.
slt^l! 8E AlroY 5061-15 As spEstED t{ ASIII 8-50E
aur0f,l| n oomAcT nlH colcnEE
sfiER€ aLrrurilu! ts lN cof{TAcT [tH @rcfgtE cR yAsorRy
SJRfACIS' milTACt S,,RfACES srtrl.L B€ COAIED lllH lE Vy
al(aj-i€srsfAffi BluaNqrs PxrT.
oul IlrE srrecr Fm t|{E EOTTOI
re.ls lo !p[sa.EE socur rF cnroE 6G rllf:nct}:li:- (u utro{rs 9fi mt r. xo6)
8An SZE |!l+F F tt F tg ,r0 Il
r colEn
RSALI.R BARS t6 r6 t9 2l 33 9 ,t5 57 6t
tF BAnS t6 E 21 a a2 €@ 71 t9
t'corB REAl,tn EAnS te ra xl !t $a2 t6 e2
rF Erns l6 m 2t 105.t tl 9t It ltt
NVER COLOR
B R 0 W N ANDCALDWELL
, ux€62HCH€SF--iErE-
(t ror f-$U @n,EAGLE RTYER WATER &
SANTTATION DISTRICT
pno.r no. 21265
DRAf,N BY 6AT.I
o€srcil@ 8Y
orEo(o 8Y--
q{EqcD 8Y
.5
"'
':* i*n"'
HEX NUT ANO GALV. A}tCflOR
EOLI AS REA'O. 8Y EOUIP. XFR
r' rc s7r'lRr r. rrr.6' FA E1/t tflnu t-!y'!- arrro'FoR r-r2.
^'&
tl.'(ar/c
3,/+' R (T\?.)
UET^L BAS
t/1' R
tf\€t_[ttc ruT (F REOb.sEi SPEOnCAIO.S)
srEE- EAUP. gAS€
@
{
I
5
PLAN
TAY 8E P\C SLEEVE OR
cR06s 8AR:i
8€ARFIG EARS
SPACEI Vi{ERE
APPUCAd'E.
TF. A[ BSARINC
Ailo cioss sARs
rO IN1ERIOR ENO
9Anos
CRAIINC CI,JP
orH€RilsE Fmrtl ^r \..ril.{ [' 5ffiff'^ffis,o., ,ffiJ iq!ua+2' t:-G'-r'*'1M Fi;R.,NF SIEE l lJil:f' ,/ ;E
I l' ;-.l.' [ 'e srnucnnaL slJe
/ .. jF=:r . ' l sEE NorE I/ *"''1''-1
I ' L pLArE oR AS REo'D.
th' otL 5TUD ofirJ-ED Afio
TAPPED INTO GRATINC
SJPFORT Yi/S.S. HEX NUT
AND IYA9IER
NO SCATE
fr3ri/.t HlN. OR
AS NOTED.
NorI-SEInNC \'OD AFg^
IIIIHIN METAL BASE TO BE
NLLED *tIH COTENT GROIJT.SIRUCIURA!
SUPPORT
Al@ rN BOLT HOI€S.
st Ar E' EvtEF
UNL€sS OIHERIIIS€
NOIED. SiERE 9. 8
rs 9' oR t.Ess us€
fi AT 6'EF.
€LEVATIo0,I
CONCRETE To KEEP \o|D ARoUNo
EQlJlP. EASE AnOtOR AOLL
AJ.toloR 80LTs 9IALL BE lilN. 9E 9{OtiN OR
Lo|{CER AS REA'O. 8Y IOUIPU€NT MANUFACruR€R.
ANCHOR EOLT DETAIL
NOIES:
I. AJ. EqJIPIIENT, INCLUOING TANKS 9IALL HA\€ A COTIC. EqJtP.
BAS€ TO SJIT. D(C€PT AS SP€OFICAIY NOT€D O'{ lHE DIVGS.
BAS€ SHAI.! BE PROIID€D BY l}IE CO{IRACTOR IN ACCORDAI{CI
t|lII{ TI{E RECOTI|ENOATIoI{S OF lHE EAUF. TFR.
^rID
AS
APPRO\@ BY 1r€ @r{ST. TNSPEC1o& S€E r.EC}r. OWGS.
2. X{C}IOR 8q.TS SHAII 8E gZED FOR IHE EQUIPXENT LOAD
PLUS SA$$C LOAOS (SASralC ZONE NOIED O{ Orc. s1).
3. ANO{OR BOLTS SHAr! PA{EIRAIE SIRUCTURAL S-AB AS REO'O.
TO YEET IIINIYUII EMSED}TENT SPECIRED. EPOTY OOI|EL TO DOST. SLAA.
4. DRNTTD HqJs HIH AA SET DI NO'i 9IRXX GROUT oR ADHESIVE
GROi.|I INSTAJ-E) IN ACCOROA}|C€ u|lH TTATUFACTIJRER'S
Rf,COrrAnoAIOts UAy E USED N UAJ OF H@(E Bq_T.
Ee^nsor 9.EIt TtP€ solts g{ar NoT BE us€D.
a- J 1/2' OR t.O{6tH OF EOUpilENT
^ITCHOR
BOLT LESS 3' xtN rt{tcHEvER
F OREAEN.
6. REHF. PAOS UP TO 4' 111R. Vl/ 7S C 12- O.C, eW. RqHF PAOS ]|{TCXER
rHAn 4- v F C 1t o.C. gr.. f 8€LOW lop OF S.^A u.N.O.
STRUCTT,,RAL
STANDARD DETAILS
3/4' :lA_!9!:g!E!!{_
cnour UNoER AL! |
BEARING gJRFAc€s I
s€E
NOIES SEE
NO1ES
S',RFAC€ ROUOIEN@
TO IVIHTN T'(F EDGA
APPLY BOND|IIC AGAI'
PRIG lrt rNsratlltc{
OF @.TCREIE 8O{DING
AG€NT $tAlJ. 8€ XA5IER
auLoEn's co{cFEsve
BrnxEs 681r.tL EPoxY,
OR EQIJAL
L GRAIUTC 9tAt_ COa{Ffiy TO IHE i|ETAL 8AR CRA'|r{C UANUA OF NAI|(I{^L ASSOCTAT|o.i 0f ARCH|IECIURAL *ErAL UAr{UFACIUReRS,
UilITSS OTHEXSE *EONED, GRATINC *IAII B€ AJJITNUIT UNI.ESS NOTED ODElrtSE.
Z GRAIbIC 9IAII 8E SWACED AD FMG€D.
5. hl{ERE Bq-rEO GRAIF{6 rS SPEC'FIO. PROUO€ .t GRAl|ilC CLjPS APPROX' {' FRor,| lllE CfiN€RS OF EACH P|ECA IDJ CENTpEcEs ra^y aE ANcHoREo HIH otrE cup Ar{o 2 sruDs (s€E s€cloN l).
4. GRATNC 9lAlI t RElrOY ElL
5. CttlR 9lr 9r u E PLAN D|r,Orstott FACE to FACE 6 opExtre
6. GRAlrf{G SO€XJIE lS SttASLE FOR O€SCN UvE LOAOS 6 250 PSF fi t€Ss'
7. I F r.Hutr. rorE {T 0F $€nnA REqJR@ (ilO{ES y'JN. FT.) FOR F|SERd,ASS.
6" llo BA,{D tO 6. 1/€ ttss n{AX CRAIT{C O€pl}r.
9. l l^t' At Atr.linr 1 1/t A7 FEA6L SS
T(PPilC OR
OIHER SJRfAC€
f RfirsH
FL@R
GRAING SCHMUI.E ANO CONNECIION DETAILS
"l*p TPICAL EQUIPMENT PAD/:\
DErAtLti,iJ
ro sc^t.E
CnlIING
T
I
t
t
I
|l
*t
5'
2' t2' t1 /( YlN. IIICREASE
ANq.E slZE TO SJIT GR^IIII6
(s€E so.rEDrJE)- urE Ar{0
YTql) AT CORNERS
1/2') S1tfi
ANCHoR O IE'
oc v^x
SPACER BAR S€LD€D TO
GR^IINC AS RE@ TO
PRO\,bE TOP FLUg{ */
IOP F @ilC. r,EA\€
I. GAP EVERY 2{ FOR
DRATNAC€
CRAIilC
DvansoN
FACE OF OPO{ING
GRATING SUPPORT AT CONCREIE
l3't2't1,/1'HIN
r/2', ANOTOR Bd-TS
t6'oc. r^x
1/2' OA vrN.
lficrroR 80LIs
i 3/8'r 3'MlN.
1l
lqE ADJJST 8{O
PIT]E ORIENTAIION
TO SUll LOCAIIOI{.
sEcnoN
GRATING END SUPPORT
/-\DETA|Lt"H
NO SC Le
PROT
DRASI BY
DegorD 8Y
CHECKTD 9Y
CHECKED BY
T_
DETATL@
xo sc^I
GRATING SCHEDULE (3)
B€^RING 8'N SZE
CLEAR SPA{R8ticL^ss (t)ALUr||TUU
l'r I-.J28 trtno 2'-6
11/1-tb.3u 7A r }nG y-6
I l/2'r I-.928 1 r/2 , Jfr6 a'-o
2'r I-1.675 I J/1 \ rfl6 5'-O
2'r !-r.675 2 t 3f16 5-6
2 1/+ t 3h6 t'-a
2 1/2 | tno 7-O
REINFORCING
MUST BE OUTSIO€
sEcnoN e
I|?ICAL GRAIING
s€/\T.
SECNON H\-/
NO SCAIf
NOTES:
CUP *IIH SLOI]ED HOIf, BOLT
IO GRA1ING
^NO
fiOICH TO
FII FI.ANG€ Of, gJPPORT.
sEcToN e
NO SCAIS
B R 0 W N ANDCALDWELL
ENVER COLORAD
, UNE rs 2 rNorEs' AT rutt Stt(f tsot 2'-sru ^ccqoxclt
EAGLE RTVERWATER &
SANITATION DISTRICT
FC (!rl3f|trc'|o UV hISTALLANON
I
F
Ft
I
T
I
!
t
RELOC^TED8lo(r .gr
- __..--l. NORIH cRAnNG.c - --
_ ._ REC9.i-{NECT. IO
KEY NOTES:
Q) ro ae pRovoED By yllruFAcruRen oF rHE uv Eoupyorr.
CD $ g*t ryptl{c ro aE q t/2. rHRE^Do GrLv^ilzED srEE_ROUIE SultlR tO AEC?RTCrL CO@UIT 6t OErt CZtr. -8St Ppnrc -(uNoER goEwru()
PIPES
REo!1'- I
:
i-T
FOR
AS_.:
':
i
CRAIING
I
.--l; --FACE OF
i;{ r^so{^RY tY LL
99p1w.go-@gggrwr
17
-
>Jz2ezb<
FO
t
I
*"@
'-@
AR:: i;
: ; ia
:!li,; r:
h
iillrl
H
El
rxt|Eu
lFrOi,EE
p3q1 11e. 212E5
DR I}I BY
0€96ilED 8Y X
qrEct(o 8Y
CIIEOGD BY
EBE
-€
\€R!FY W/ uAltuFAcruRER
PLAN
s/a'a'-o'
RO
AL
VER
, UNE ls 2 tNdiES' AT FlJu_ s2r(f ror 2'-sru A@Net EAGLE RTYER WATER &
SANTTATION DISTRICT
to-lt-o
-=q-d-E__ D^E_
W f.lSTAtLATlOl.l
PLAN
+
3
z
I
I
I
II
III
I
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il
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KEY NOTES:'l
@r-ocen ooug-E rEE prREsrxfs$lc sTR1,.6 EroRE rur.c- HO.[S OO NOT DATICE 6tltc sfnrrots.
co{cREtE PAICH
txsllNc oPsi|NG
(2)'r'r ar25
BOLIS (rrP.)
tJ/!'x4'x't'
(TrP.)t
(2)3h')
EOLTS
l+x'x3/8\O'
LOr,lG tEC
ATTAOIED
TO YEB
*5o12'O.C.
UV IRENC}I WAI
SIRUCruRAL
STRUCruRAL SECIIONS AND DETAILS
EAGLE RTVERWATER &
SAT.{ITATION DISTRICTBR
CA
ENV
. UNE IS 2 DTC}|ES
' AT FT'I gZ
(f ror 2'-54f ^c@n,
v:21 2150041
lo-l I -o1
nldceod
DRAn€ r|o
S5
I
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I
fl
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I
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$
PLAN DRAWNGS:
CIRCUIT AND RACEWAY S\'}TBOI-S:
RAC['\{AY OR II1RING SYSIE}I ABO\€ FLOOR LE\€L Bg-OW
CEIUNG. EXPOSEO UON.
R^CEWAY OR WIRING SYSIEY ABO\E FL@R LEVEL
CONC€AIED IN WALL OR A8O\E CEIUNG Uot{.
RACwi y 0R tfrRrNG Sl6lEv St OR UNo€R FLOOR, fi
CO{CEATD N ON EEHND SIFUCruRE OR EOIJIPYO{T. C
COI{DUIT ROI.'IED EB.OW GRADE IN COI.ICREIE RICASA'B.IT.
HOIIE RUN; DEgO{ANONS INDICAIE A Oi{E-UNE OTACRAII
OR PANELEOARO SO{EOUI.E REFERENC€
€XAMPL€: HoilERUN TO MOTOR COIITROL CENIER
YCC 810I. RCFER TO O{E-UNE FOR CAALE
AND RACEWAY REOUIRE},IENTS.
EXAMPLE RACEIYAY NUUEER, RE ER
'O
RACETYAY
SOTEDULE FOR slZE ORCUITS CO,NTNNED.
ANO OES1INATION
RACEI{AY OR }'lRlNG SYSIE}I TURNED TOWARO 'lHE VE\!€R
(rJP o?{ PLAN DRAYiNGS)
RAC€Y/AY OR IIIRING SISIEIJ TURNED AI|AY FROM IHE
vEfi€F (oo*N or.l PLAN oRA\i1NGS)
RACfITAY OR hIRING SI TEU CHANGE IN EIfVATION OR
DISTANCI FRolI VIEIIER
co{DuT sn B Ar{D clP
cougilA'|oN yoroR st^flEn-iot LocArED 'l ^'t t ocfi SLII.^R GRq'P ASSS'8I-Y
DrscorrN€cT, NoN-R sED. SOt s pdr Uoil. IOOA Sp
RA]ING INOTCAIE)
FUSEO DISCONNECT: o-ASS R FUS€S Uor{.
NEI.D INSIRUilO{T
cot{lRoL sTAno.{. coilncrJRAllot{ AccoRoNG To corilRoL
otAGSAMS.
€Q{J'PMAn} DEstc?{A7oR
eqvrl scil[ (s) oR Low \d-TAGE (L),
-_r..}:- HANDHOE (HH) OR U^r{HOtr (yH) r$rH DESIGNAI|O{.
EXAUPIE gGI{AL HAI{DHOLE NUYEEN 2J.
(D€ 27ooA rrNclro{ Box nrH oprorAL Danrna.
GENERAL LINEWORK:
|rElr Dw(
EFSnlrC T0 RArxr{
l€I F0( 9Y OD{ER DfSCrPt titEs
EIISING
'O
E RIIWD
XAI Eq'ruO|T G PAO(^GE EqNDARY
KEY NOTE DESTO{^TOR RFERO{CE CMRESPO{DINC XF'
NOIE O{ IHE DRAViING
B R 0 W N AND
C A L D W ELLVER COLORAD
(r NoT 2'-*!l ^@€V'
'-a"
EL€C1RICAL
. _r l.l
sYltBOLS, LEGENDS AND
T.1-4,H
ecc rO
i,,,i-,:r*le;r'al.{t::1i: it
E
8t
AREA CON
NOTES:
r. xonteux DEslo{AIoN. ultu2E or{ Pt-at DRAwNcs-
2. GRCT'IT REAUNS.IENTS INOICAI@ O'{ REFERENCED ot{E UNE UAGRATT.
3. DIAGRAUTTAlIC REPRESIITA1ION OF RAC€YAY REOI'IRAIE{TS DRATINGS OO NOT
NEC€SSARLY DEN T PH]gCAL RELATIoITSTIIPS OR INIERFAC€S INIH OTHER EqNPTENT 0RIRADES, pROUDE A[ OFFSSfS, IRAr{SllO{S, RTIINGS A|tD ACCTSSORES ilt{lcH lrAy BE
REATJNED TO FOR'T A COXPLETE RAC€WAY 5161BT.
,r. ORqJ|T REAU|RE)rallS Ul{CtlAl{GED FRorI UPS'REAT ORqrT REQutRarO{rS.
5. AIiIC|LIARY COTPo}{EXT INIEORAL TO TTAJOR EOUIPMO{T ITEM.
"li
NOTES:
r. HqrERuN D€so{ toR RerBorcEs qlc r.iE r|AGnAr[ RE ER rO o|€ tt€oi^cfi^r FrE fxHtfot D6tra A/E| rro tE'a Io iFrlorcED o€ u,cD|AGRA. F6 CrEE ArO RICE Ay i€qJlflEallt
z Pr rl DRAn|rc oEP|qts AppRm|ArE spA'ttAL ianl|oagf oF AssoqAED
EOLIPTOTT .rro DEucF, REFB ro oNE lxE dAcRlrrs F6 sflIncofiEgn|fcoRorT Raq.no.otrt RttEt r0 oc t c q^ciAr pn€sanl^Dox D6rAt vEt.
J. PUIPS ArO FA|{C AAO'E l8f SHOrll AS lurslR^nofl FOR Sweqs. Ngt tlco{rtuc'.
TY?ICAL PTTN PRESO{TAIION
DETATL@
xo sca.E
EIEi
=r
IRO{- CENTER
l* F sEHi; i; i
TY?ICAL ONE UNE DIAGRAM PRES€NTATIONS
DETAILE\y
NO SCAI.E
w srslar.rrilclto{ Box
co{DuTs As
REOUIRED PfR
ONE UNE OIAGfiAU
Lor{G RAI'IUS
el.8ow (TrP)
Z*ry
IED BU${NC
r$Tlt cRouND tuc AND
,ro A*6 GRq.TND SRE
TO PANB- cROutO
coRE DRtl Dosrr{c
sLAE Ar{D HSIAI
coflotfiIs PRroR TO
POORII{G EOUIPUOTT
PAD. ClR€ DRll. s|tAT
BE r,/{ NCrt ufiGfn
ilArir cor{DrlT o.D. Ato
S€ALED Hr{ NON-Sfifa(
Gf,q,T AFEN COTO|,T
|i|sTruAl|q{.
DETATL@
lo-tO.O
3 tG,s;,
,1$'
l't-
J-:
I
€!tt-\
gs
:o*;
l{o sc ll
i! :i:i:i
i: ,!l: lr
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, OZONE: GENERAIION
--j: Roor4
j
:
i,l
.- ..'"lc(-€(z) nog. oilqtr lro iEqltlD co{qrcroRs ^s Dttt ED o'lf oc-lr q{n r io'trE Oo.qrr E-ot GnAD.c As
. lDfrI I Ofir c/tl. cofiEst xr-9qqlqt9is-r9-Yv.. irsiD-tEo dor Aro w collntr. PAr{15 As FEq.@'5 rvsrrtxil'Et
^n -i{ - ''-&'(!) E f otutt ^ro oqqrgtE lD roc-tl
(lrPR@|^rltrY !60 ttfrt As FES'ED tY D€
oocimJcto. L^n cER
(i\ nnfcoor Ato co.n ctoEl rg a'ora PLc c^ExET
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