HomeMy WebLinkAboutGeneral FileCITY OF WHEAT RIDGE
4J85/10 3:50 PH cdba
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APPLICATIONFOR MAJOR
GRADING/FILL PERMIT
I=CEIPT NbCDA004062 AMOUNT
,Ma ENGINEERING FEES 2+020.57
Wr~oL~Z~~}GF ln(L.
pATIIENT RECEIVED AMOUNT
2,020.57
CH 2O18---- ; 2,020.57 ~2 ~`G~~~ ~ 1 69160
TOTAL
-
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~aa CPrPntA 1✓r
~b 2010
a ougn me Public Works Department. An approved permit is effective for a
period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
development) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III,
Specified Nuisances, Section I5-I6 (4) of the City of Wheat Ridge Code of Laws.
MAJOR GRADING EXCAVATION AND FILL PERMITS
L 10,001-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yards, but does not exceed 20,000 cubic yards, may be allowed by a permit issued by the City Engineer after
review of an application and supporting information. The following information shall be submitted with the
required application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
1 inch to fifty feet (1:50) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet and spot elevations.
1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or
excavation.
J. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
2. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 10,000-20,000 cubic yards:
A. Restoration: Within thirty (30) days after cessation of filling and/or excavation, restoration for the site
shall have been completed in accordance with the approved plans. Restoration shall consist of leveling,
1
6. Permit Fees*
10,001 to 100,000 cubic yards $325.00
plus, for each additional 10,000 cy
or fraction thereof: cy X $66.00/lOK cy = $
100,001 or more $919.00 q 1q. 00
plus, for each additional 10,000 cy
or fraction thereof: 30/t t j cy X $36.50/1 OK cy = $ 11101 . y7
Total Cubic Yards =401,800 TOTAL Amount = $ 2, 020.57
*Wheat Ridge Code of Laws Section 5-76.
0
All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for
after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100
year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD
PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION OR PERMANENTLY ON THE JOB SITE.
APPLICANT:
Applic aan't/ J Signature
~7G/S ~/y/21,D121Z/T/ZIJ, f/TG/'dN/Z.
Owner's Signature (if different than above)
CITY OF WHEAT RIDG :
45 LA,
City Engineer
4~~~~
Approval Date
J:TQE &LHJTMR PS& PEA9TSblajor Greding&Fill Pe Ldw 4 Rev 03/08
ciTr of WHEAT RIncE
av85Ji0 3:50 PM ctlba _
APPLICATION FOR MAJOR
cabela+s '
e
GRADING/FILL PERMIT
ir#GEIPT NO:CDA®84062
AMOUNT
FI I ENGINEERING FEES
21020.57
1~1/rfol Fy~AtF /AJG
p>ArMENT RECEIVED
AMOUNT
CIl 20186379
TOTAL
21620.57
2,028.57
~2.
~gli(
, IJ~ X4 69/60
c
-
r,
!boon LdJ?
EtA 9zi
f Z6l ~GplO
the Public Works Department. An approved permit is effective for a
yciiuu ur one (rJ year nrom pate or issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: A11 public improvements, when constructed, shall be maintained (by the respective individual(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
development) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site Failure to comply with this requirement will result in the enforcement of Article III,
Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code ofLaws.
MAJOR GRADING EXCAVATION AND FILL PERMITS
1. 10,001-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yards, but does not exceed 20,000 cubic yards, may be allowed by a permit issued by the City Engineer after
review of an application and supporting information. The following information shall be submitted with the
required application form:
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
L.
A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
1 inch to fifty feet (1:50) which illustrates the following:
Location and dimensions of all property boundaries and structures on the site.
Location and extent of areas to be filled and/or excavated.
Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
Location of existing and proposed points of ingress.
Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
Erosion control plan.
Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet and spot elevations.
At least two cross sections (east to west and north to south) through the site showing depth of fill and/or
excavation.
A drainage report may be required if site runoff characteristics are changed.
Relative elevations of adjacent properties and structures.
Statement of purpose of intended fill and/or excavation.
2. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 10,000-20,000 cubic yards:
A. Restoration: Within thirty (30) days after cessation of filling and/or excavation, restoration for the site
shall have been completed in accordance with the approved plans. Restoration shall consist of leveling,
COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address: /:52tJ:::s \ s:;?;9;"?' ~y..523
.
~SC74~NC~VS
{~ v /0 h Z ~/\/~
/77?//'/L::N dHHh'".=?7~ ~./~
.
dem/ MA/-<: /V'~ ".#~.oe
P//--r~/1nk '
2 :~ ~..A"~ ;?~$f-/~ 6'0""-0 e
~ 8'; .&70<.<-/ 679..e7#
When corrections have been made, call for r -inspection at
303-234-5933.
Date: 0.
DO NOT REMOVE TH
, .
City of Wheat Ridge
Comm. Add Structure PERMIT - 060215
PERMIT NO,
JOB ADDRESS,
DESCRIPTION,
060215
15203 State Hwy 58
Temporary: 10,000 gal.
ISSUED,
EXPIRES,
tank B-3 exc. B-9
04/11/2006
10/11/2007
fill.
fuel
*** CONTACTS ***
gc 303/363-1000
owner 303/363-1000
Richard/Raymond Ames
01-8205 Ames Construction, Inc.
** PARCEL INFO **
ZONE CODE, PCD
SUBDIVISION, ua
USE,
BLOCK/LOT#,
ua
0/
Permit Fee
** TOTAL **
'A-A0
STIMATED
FEES
30.55
30.55
PROJECT VALUATION,
.00
** FEE SUMMARY **
CR, Ok w/ notes.
field inspection.
Need to meet state guidelines on tank
Owner I COolractor ~Iease Note:
fines and CODSlruCti~ r~~nsjbJe for locating pro ert
approved oJan ~r'll'f ~~ ~ . pr~vcments aCCorrli-nrr +~ lh Y
J ne (;Jt . L...... (IevelOp e
Y IS not responsibl fl' mem standards
submitted within the pi e ~r Inaccurate infonrlati .
prrOT.,;: I . an Sd and any. on
pla'ceml!ffi! lIngS-WIlli "'\i,t;,u~.9. " ,CCu"nlC:;on
"''C. Ll.,lrl"'~'!IC:;.
Comments:
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
ap~ Wheatd:e~i~ee, for work under thie per::t.r~~;;~ject to field inepection,
signatu e of date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval 0 any v' ~on e provisions of the building codes or any other ordinance, law, rule or regulation.
All pla Ubject to inspections.
Signature of Chief Building Offical
date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE, (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
..~' ~H<~r "',
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C'OLOR/>..\lO
City of Wheat Ridge
Community Development Department
MINOR
BUILDING PERMIT APPUCATION
Building Permit Number:
Date:
Property Owner:
Property Address:
Contractor License No.:
Company:
LotJRS
/ '>2. 0::1 ~ 7"4- re HWf' S- 8
wNI$4-?'" ~''''4,,- C O. ~O'JJ
A- h11Z-.! c()~7'iZ('/Cfi()
Phone: 5'03 :I 6J /O()(l
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
nor.C~ \ /
r ~\
Buildina DeDt. Valuation Figure: $
distances proposed by this permit application are
icable ordinances, rules or regulations of the City of
nents or restrictions of record; that all measurements
accurate; that I have read and agree to abide by all
ication and that I assume full responsibility for
Building Code (I.B.C) and all other applicable Wheat
r this permit. Plans subject to field Inspection.
~ q~C;?"____
bAl..4,b A: C-ICIJ 1i..,rL-
Value:$
Permit Fee:$ 30.'5'7
Plan Review Fee:$
Ese Tax:'l:
Total:$ ~o.$
nATE -9'- t'-"i
DATE f'-~ -(/~
Description of work:
Use of Space (description): ;7",GMI"'()RJ.'< Y J"44c/Sm>>/V7
IS-.J E){C. 8-9,;C/LL
~,c '" ~ () d() 'J,J ;c-p# ?;jplC
Sq. Ft. added
J1~
BIDLDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
ONINGCOMMENTS:~ ~
Approval:
Zoning: 1)
BUILDING COMMENTS: ".,,'
Approval: ,r~ ,,4
PUBLIC WORKS COMMENTS:
Approval:
IRE DEPARTMENT COMMENTS:
Approval:
Occupancy:
Electrical License No:
Company:
Expiration Date:
Approval:
,
;A/it'! "1 ~
I. I ,I
If:;'" j'
'", ,k1>~'-
C"("Ck"^ii:.::
D'
T'^t':~
-, (' t. :~,I; r"""{. 1
--1-10
Walls:
Roof:
Residential Units:
Stories:
Piumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approv of drawings and specifications shall not be construed to be a permit for, nor an
approval of, any violation of the ro' S of the building codes or any other ordinance, law, rule or regulation. All plan review
,__~Ield insp
Chief ding Official
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i1WOFLE,,,,,,,,,,,,,,,,,.tlilJU.lqIlOKIwLd 16-"'Aft-20~! IOotlf
City of Wheat Ridge
Commercial Electric PERMIT - 060158
PERMIT NO:
JOB ADDRESS:
DESCRIPTION:
060158
4105 Youngfield Serv Rd
Temp Service for retention
ISSUED:
EXPIRES:
03/29/2006
09/29/2007
area
***
CONTACTS ***
303/477-3255
303/771-0396
01-8622 S.R.T. ELECTRIC CO
Cabela's
gc
owner
** PARCEL INFO **
ZONE CODE: UA
SUBDIVISION: ua
USE:
BLOCK/LOT#:
ua
0/
Permit Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED PROJECT VALUATION:
FEES
90.10
l~d~ ~]ID
1,985.00
** FEE SUMMARY **
Comments:
Must meet 2002 NEC
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other
applicabl at R' rdinances, for work under this permit. Plans subject to field inspection.
-
-,..J 9- - 0Cp
date
This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan review is subject to field inspections.
Si9~;;:>
INSPECTION REQUEST LINE; (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
4.
5.
date
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303.234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 . (303-235-2855)
APPLICATION
Building Permit Number:
Date:
CO-be./a'S
4/05 1>UJ!JP l(Dvns.f,eid&rlJice ~
/8(.:/:2-
$R..T EIeC1i-/c- Co
Phone:S/ 77/-tA39 (.,
Property Owner:
Property Address:
Contractor License No.:
Company:
Phone: .3/4I77.:359S
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Value:$ / yas---
Permit Fee:$
Plan Review Fee:$
Use Tax:$
Total:$
I hereby certify that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants. easements or 'ction of record; that all measurements
shown, and allegations made are ace e; th I e read a d agree to abide by all
conditions printed on this appli on and , 55 full responsibility for
cOlTlpliance with the Wheat Rid Buildi nd all other applicable
Wheat Ridge Ordinances, for w nde
(OWNER)(CONTRACTOR):PRINTEO
DA!E3-:;J7-6(,
'/ff!7/kJ(,,,u:II DArE'7-;l 7-6~
S€e\_lld -m1JA ---;;;J; ;{.-h,;,,'I. aile
(OWNER}(CONTAACTOR): SIGNED
,
Description: -(E::HP'
,,'-./
Sq. Ft. added
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
"-ONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENrs:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) T-his permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
theCily.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes
have been or will be made in the original plans and spedfications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law. rule or regulation.
Chief Building Official
fROM PROJECLONE
..
(MON) MAR 27 2006 10: 58/ST. 10: 53/NO. 6321758052 P 2
1l JCcel Energyu
""~E EASLER NEE/> (jmT ~STI"I~7~
APPUCATION FOR GAS AND ELECTRIC SERVICES
_ pIJofo<opy""'- 0/_ _for.......-.
o.r.
~fnm~. Yf)()~~~~me_S.E.~t.L~
CiO(-~idl.. _. Z1~ tSoiQl
Utbon Aur.1 01_ 10 eenrice 1000000n (Aurel requiredl
covmv.1Eff~ll~e;1fV ElllT :f'1C1I1) ~fidd'Yt.
Township 1\1.1" ~2~ "on(
E. Dol 31tJe'TO.... j('dlSlirY
.,." ..,.,r,nSb SEt,V U'b E<
SubdMlion Him.
LRt Number
Biod< Number
Alnge
eoullly
o Unincorpor_
o 1..........,..-
_n
em.. _d
Ownerln'orm.lion (Po"Y lO be b1110d for lOlVice). SU' T(
_N_. CAgF-l... A. 's , ISO
Cfoue~eCT /Jill'. ''7'' ~Iobe~
ClI'fEN$J.EWkJD _Ge ZJp~
PhonoNumber .~o3 17"11.011'
eo...... during ",,_;on 001/ DA~trfIP.rI!'GT1
Add.... 11.5 lM~nnAI C/lGLE 1(50
CIlV fj/&-UlNoot> S1lIlo~ Z1P~
Doytlmo phono .303 1711 h 3'f' .'n7
Fax .30.~ ,.,71 ~.3CUL
1:o1llPogor ( 303 I 'If', Hn
E.....i1 dl2.1.V'- (ii)P',?,jec.tbAe.is.cp/f\
eonll'lClOr Informldion Unclude phono numberl
CIon...II:o_
Phon. Number << I.
E-mlll
........ c-...b.lldtr
Phone NuMber f
E-mlil
a_c;.......;.......5lT Elk7t./c (;0
Phon.NumberdoJ .,3-17 'u_5S
i.mlil
"al_
Phon. Numbo< C
E.moll
'--1
o ov.rh.ld rI underground Service ... {.mpol JaE
Air conditioning tonnllQe ton , ... _h ':
o .....1. ph_ )(th_ phaH VOIloV' ~
Is tempor.ry llecIrlc ..rvice ""dIld1 0 V..
o lingle phue " thr.. pha. 0 It pol.
o at ....nlform.' 0 other
Dolo _,ASA" J /20_
Fou..- bOd.f;lI IToQl'ldo_. _,
GIll ~ (For go "Nice. pi.... fin out ..oond p"o
of IppI;o.tion.,
II mil ..rvIce being u.ed fvt- p,.imary hellt?
0"'" ONo
TOlII go. 100d tBTUlIhourl:
......u.. 0 e or 7 inell 0 2 Ib
o 10 Ib 1...._....1 0 Olher
Dolo noodlld , /20_
Foundl1ion bod<fiU ITo Orod._1 120 _
COLDMllO ONL~ eN u_ 0 Yea 0 No
Bu_,Typo 0 slnolo homl 0 dupl.x 0 m~~i-<l_III""'no. of unlb
..i..... au. 0 ,uidentill 0 commercii' 0 '.rm
B~lldinO IIlUlre ~ BuildinO _ from "ropo"Y lino t~
~ _ I_on pre""...- (whim l'Ou .re feeing th. fronl of the ........ from lho oulaidll 0 on ho.... 0 on 0""11"
o right... 0 left tide 0 'tOnr 0 othe, _ F..t from front comer
Goo _ lo_n profoIenCII C_n you I.. l1Ici... tho front of tho ........ from lh. 0....1do1 0 on hou.. 0 on Oeroge
.0 ""Maid. 0 loll lido 0 fronl 0 other _ 'rvrn front corner
ForOlm_ . eo
TOlII motOr IoIId HI' ~ La__ HI' Cod. BTU Input
fROM. PROJECT ONE
(MON)MAR 27 2006 10:58/ST.l0:53/NO. 6321758052 P 3
r r ~ ,) J <.. f ,
...91'* fuol'1YPe
_ . _ _., ~_C_ilyll1UoIhourlnputl.~1 E_I!l!o,ifo,kW!
Heatmv_ -- -- _ -. -
WaterHHtlAU_ [tpc=. . .
~:;~:;d"iOnlng.'- ~-;-l_ F
ClDlh.. DrYing -. ''\I
_.. __ ~ ~_ M
F4replece _ __ ._ ---
lighting (Commercial Only) _ _ I ......L-_
....t Source (cMcII; type) rJ forced .ir furnace 0 heat storage 0 underfloor"leb heat 0 bBset08d
Meter Option (if .p..~t 0 Time of Use U Dual fuel U limited Off-Pe.k n Sover's Switch
"
It i. jIIelemtd tlurt the site plan Inolucllng propllHCI m_ _no .1Id com..." _iam; .... -_. 0. d._
.Ioetch ..._ .. If you ... focin. tile flOnt of the _.. """' tile llUtllide.
.-.
~PI.-
iodic:etf!
north
___ NEAR 1-10 sYov.flG-FIELD s Ee.vl(._~ RDr IIJ!jEIfT ~'~J (f).
__No. SHELTER. l 1.,,6
4iPS: Yc>l.WGoF/ed~
<;; EFet"E. /lb
, 11//11//
POU .il:t.:q03~ .-----.. --.- 0
~i:;l!
",srR.Vr" t.Ac;1C'. IN!. J
0.. ~~V/3P" METe-I\. /#a1S.'Nr,.
1Dl>q. 3. ,.AIlSE PAVEL
G-1WUNl> ~b C#l1l"e.at"ft/
'iF'-~'C.{ FEEb (!:p,tS/> ~O.)
eJ/IG€:Of'MlTfRlqG- PO" P
fff</(fl
D~
"L~11 view
'fQ
I-- 35' ---1
1. Customer owned fKiIi,in must be located
and identified by cuBtomer.
Z. Indicate diSUlnceJlJ for meters from n..relt
comer o. building.
3. Preferred metei' location is on same side of
house .. XoeI EMrvY lIOUrc..
4. lncpectton muit b. complete before scrvic:e
is energized.
5. II no InopeclO', Proof of Compl~nco (electricl
.ndfo!' Cenificale of ComPlilnce {Gasl mull
be ~om91.t8.
.. Site must be w"hin 4 to 8 i_ of fin.1 grade
(for new construction) and a clear 10-foo'.wide
pmh from XAI Ene{VV SOU!'C8 '0 mete1'.
7. Winter construction ch8'VGC m8y apply from
'0/' to 4/15.
.. W..er and sewer must be in818l1ed priO!' 10
e~etrlc or gas lerviett.
Merer CotIllkr ZOM any potential .rH for a deck.
o.,io, pool, """
Gas Meter
InQt8 distance
I Go,oge
House
IX-
I
ZI1d Street
_ct,
Builders C.llline
)(eel e.-gy
Pho.. 1...-0..2802121
Fax: 10800-628-2521
1/ JlI;eI Energy""
l..tOO12l.2121
www.xc..IMt.IV.CIlm
CJ 2DD3 XcII ElI'IflV III(.
XuIE...l......_..lkIIfMf,,-. a:H1417 CSSI_ :IDM
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City of Wheat Ridge
Commercial Miscellan PERMIT - 060130
PERMIT NO:
JOB ADDRESS,
DESCRIPTION,
060130
15302 SH 58 Fr Rd
temp. const. site field
ISSUED,
EXPIRES,
offices - 2 office
03/22/2006
09/22/2007
trailers
...
CONTACTS ***
303/363-1000
303/277-4328
Richard/Raymond Ames
Coors
01-8205 Ames Construction,
Inc.
gc
owner
.. PARCEL INFO ..
ZONE CODE, UA
SUBDIVISION: ua
USE,
BLOCK/LOT#,
ua
0/
Fermi t Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED
FEES
30.55
.00
.00
30.55
PROJECT VALUATION,
.00
..
FEE SUMMARY"
Trailers need
Root 3/15/06
to be tied down per State Manufactured
Please Note:
~wner I contractor is respnnsibJe for locating property
hnes a~d constructing i~provcments according to the
approved plan and reqUIred develooment standarci.
TIll; '-'ILl IS not responSIble tor maccurate infonnation
submitted with!n the plan set and any construction
errors resultmg from inaccurate information.
Housing Guidelines C.
Comments:
okay - TC
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicab Wheat id e Ordinances, for work under this permit. plans subject to field inspection.
AMes.
Sig
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of ny via the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan ject to fi inspections.
date
INSPECTION REQUEST LINE. (303)234-5933 BUILDING OFFICE, (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
->.~~ ~H[AI' 1'/
~ 0
_ 0
U ~
COLOR~CP
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPliCATION
Buiiding permit Number:
Date:
CXo013D
Property Owner: C.coiZS 16361- Sri ".:>1
Property Address: ~oo is..' "/f'If7 f'> SE!Z--v t,-€ fZ..D
Contractor License No.:
Company: Af.-iB CD,J~T1OfJ( ()Je.....
Phone: 303,'2-77. t32.e>
Phone: '3o'3,9'ff.'fS'Z-e
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
BuildinQ DeDt. Valuation Figure: $
~.
[ hereby certify that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regUlations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurate; that 1 have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (l.B.C) and all other applicable Wheat
::::R:~~:::::~::r:o::ounde~~::::1~/~
(OWNER)(CONTRACTOR):PRINTED I D ~t€iZ- DArE "3/~
-rerlPofl.A.~ {'f),.:6j']Z.A)(..-TlO,J <;.,1"6 Hao OPFlc.F;;3
FOil- Co,J~;;'12'()L-nojJ of Fiu- @ ~ (3-4
(p)' )l..lis,tJ6i.E WIPE; OFFIC-E. 1j21'\-ILEf2.S"-
DtJt1P~TEJZ. 2-- fblZ:{- o.-~ - .J
Bill DINGDEPARTMENTUSEONLY SIC: Sq.Ft.:
Value:$
Pe~it Fee:$ _1!':::~
Plan ReVIew Fee:$ ""'~
Use Tax:$
Total:$
Use of Space (description):
Description of work:
$6 A~He->r
Sq. Fl. added ~F
(~-
(.J
ONING COMMENTS~:
Approval:
Zoning: ~
pt.1a
I.. ,I - - I Iv 6e-)j dot.GN /Jd.. .:;kk
BUILDING COMMENTS: IV":~S N,-eB:J 1/ ,^f
Approval: !1w511 t,de.hN65. t, 3'~/::J-() I.p
PUBLIC WORKS COMMENTS:
Approval:
)RE DEPARTMENT COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanicai License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 1sb days.
(3) If this permit expires, a new permit may be acquired for a fee of one-halfthe amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours ;n advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of, an violation of the .sions of the building .codes or any other ordinance, law, rule or regulation. All plan review
is field Inspec .
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City of Wheat Ridge
Commercial Electric PERMIT - 060115
PERMIT NO:
JOB ADDRESS:
DESCRIPTION:
060115
15302 SH 58 Fr Rd
Service for to construction
ISSUED:
EXPIRES:
site office trailers
03/20/2006
09/20/2007
***
CONTACTS ***
303/622-9825
303/363-1000
Pete Brautigam
02-1864
Brautigam Electric
Coors Brewery
Iue.
gc
owner
** PARCEL INFO **
ZONE CODE: UA
SUBDIVISION: ua
USE:
BLOCK/LOT#:
ua
0/
permi t Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED PROJECT VALUATION:
FEES
70.25
.00 ~
27.00 IleiA
97.25 __
1,500.00
** FEE SUMMARY **
Comments:
Electrical to meet 2002 NEC.
Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicabl wheat Ri ge Ordinances, for work under this permit. Plans subject to field inspection.
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired tor a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
ny ~he provisions of the building codes or any other ordinance, law, rule or regulation.
. ~~ect to f~~ inspections.
~~
Signature of Chief Building affical date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
Building Permit Number:
Date:
tool:!.'" a.lO<eW~Y'
[, !'2D'!. S,T"'''f€ ltW'1 S-6
o~o4",,~
BAAu.'l<L- A.AA 1:!"1.a."7il:\C-
Phone: :;I!>~ 36 ~ I_a
Property Owner:
Property Address:
Contractor License No.:
Company:
Phone: ~!. '324 B 'J'J"
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Buildina DeDt. Valuation Figure: $ /Gtt'J. "0
I hereby certify that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge Of covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurate; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat
Ridge Ordinances, for work under this permit. Plans subject to field inspection.
(OWNERIlCONTRACTORj' SIGNEO /?',:;t, i.,..MA ~& - ...... DATEO "/'2<> la,
. { I
(OWNER){CONTRACTOR):PRINTED DATE
Value:$
Permit Fee:$
Plan Review Fee:$
Use Tax:$
Total:$
Use of Space (description):
Description of work: $ERJJ\CE ~R- -;:w'O Cot.3~TRu("'t"'U -:.nlO OrrICE' (I>^\~-efi-~
R>~ AA.A.e':> O:!>~<''T~uC"7<Oto-1 ~
Sq. Ft. added
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.F\.:
IzONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
l::IRE DEPARTMENT COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of, any violation of the provisions of the bUllding.codes or any other ordinance, law, rule or regulation. All plan review
is subject to field Inspections.
Chief Building Official
--
,
Anity of
Dommercial
Wheat Ridge
Mechanica PERMIT - 060028
PERMIT NO:
JOB ADDRESS:
DESCRIPTION:
060028
15302 SH 58 Fr Rd
Air compressor for lake
ISSUED:
EXPIRES:
aeration.
02/21/2006
08/21/2007
***
CONTACTS ***
303/371-6600
303/279-9219
Randy Helzer
01-8491 Murphy Company Mechanical Cont
Coors Brewing Company
gc
owner
** PARCEL INFO **
ZONE CODE: PCD
SUBDIVISION: ua
USE:
BLOCK/LOT#:
ua
0/
Permi t Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED PROJECT VALUATION:
FEES
705.65
.00
720.00
1,425.65
40,000.00
** FEE SUMMARY **
Comments:
OK/TRC. Pumphouse must be at least 10' from the western property line.
OK/CR. Subject to field inspection and notes on plans.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
applica 'on and tha I assume full responsibility for compliance with the Wheat Ridge Building Code (r.B.C) and all other
appli e W at ge rdinances, for work under this pe it. lans subject to field inspection.
--
8ig
1. This p mit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any .on of the provisions of the building codes or any other ordinance, law, rule or regulation.
All vie Subject to eld inspections.
date
INSPECTION REQUEST LINE. (303}234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
\ ~ \ MURPtff
.~
i~W
~-<
:=
MECHA.NICAl SERVICE
Randy He\:z:er
Project Manager
www.murphynet.com
3790 Wneeru"'\9 Street
Denver, CO B0239-5541
303_371-6600
303_576-3B92 - Dired
303_371-3B90 - fax
303_667-9024 - Mobile
E_Mail: rneh:er@n1urphV-den.com
, .
,
COMMUNITY DEVELOPMENT DEPARTMEIIIT
BUILDING INSPECTION UNE'. 303.234.5933
CITY OF WHEAT RIDGE
. 7500 WES1~9TH AVENUE.
WHEAT RIDGE, CO 80033'- (303.235.2855)
APPLICATION
BUilding Permit Number:
Date:
. Property Owner: Coor> i re.<:Ji'-:5 C";I~Y'O''Y
Property Address: ..) (
Contractor License No.: 5"5 (Plv..,/a."j)
Company: h (/{ J'kv [lo..<.,1,"o/
. f
OWNER/CONTRACTOR SIGNATURE OF UNDERS!AN~I~G AND AGREEMENT BuJldinQ DeDi. Valuation Figure: $
I hereby certlfy that the setback dls';nces prop""ed by this perrnlt'app1ication are
accurate, and do opt violate applicable ordinances, rules or regulations of the City of
WheatRlclge or covenants, easements or rastrlctlons ofrecQrd; thataJl measurements
shown aRa allegations made are accurate; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibllil,' for
compliance with the Wheal Ridge Building Code (I.B.C) and all other applicable Wheat
Ridge Ordinances, for vierk under this p.ermlt. Plans subJect to field Inspection. .
3 OJ S# 55 Fr K.i .
. Phone:
~.",\, C~ ~u,n(jo~~ .
\-VJ) 'Phone:3oJ-516 -3'6'1:2..
Value:$' /to coe-
""fL/ .
Permit Fee:$ ,
Plan Review Fee:$
TJse Tax:~
Total:$
(OWN5R)(CONTAACTOR)' SIGNED
(OWNER)(CONTAACTOR):PRlNrEo R f2.., ~ IkJ"2.p/
Use of Space (description): ~I r (~~
DElscriptlon of work:
OATE
DATE
.ful' Lfrc:.-
.JeYc,.....f-.",'-c~
Sq. Ft. add~d I s ()
BUILDING DEPARTMENT USE ONLY
-1)'1..- .
.s t.~ lo ~'e1dt",;>i)ecJ.to~'-L t:1~tJre;/A f"fl_._~
BUILDING ~g~~:r: ;:J#:DJIJ'S . M &AS vf. Pi-tc-dr ;:;1Cr G ~ . II I'<<I~
. I'M c.... Lwc. 2-- 17-"9. J
PUBLIC WORKS COMMENTS: r- - \ (!'wL
Approyal:' .
SIC:
Sq.Ft.:
ONING COMMENTS:
Approval:
Zoning:
IRE DEPARTMENT COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval: .
Mechanical License No:
. Company:
Expiration Date:
Approvai: . '
(4)
(5)
(6)
This permit was Issued In.accordance with the provisIons set forth In your appllcation and Is sUbj~ct to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Coloraao or any other applicable ordInances of
~~ .' "
ThIs permit shall expire If (A) the work authorized Is not commenced wIthin sixty (90) days from Issue date or (B) the building
authorized is suspended or abandoned fur a period of 180 days.
If this permIt expIres, a neW permit may be acquired for a fee of one-half the amount normally required, provided no changes
. have been orw\ll be made In the original plans.and speclfications and any suspension or abandonment has not exceeded one
(1}year. lfchanges have been ortf suspensIon or abandonment exceeds one (1) year, full fees shall be pald fur a new pennlt
No work: of any manner shall be done thatwUl change the natural flow of water causlng a draInage problem.
Contractor shan notify the BuUdlng lnspectortHenty-four (24) hours In advance for aJllnspectlons and shall receive written
approval on 111speC'lion card before proceedIng with successive phases of the Job.
The Issuance of a permit or the approval of drawIng,s and speclffcations shall not be construed to be a permit for, nor an
approval of, anyvlolatlon of the provrslonsofthe building codes or any other ordinance, law, rule arregulation. All pla,n revIew
1s subject to field lnspec;tlons. .
(1)
(2)
(3)
m"JACOBS
...a
COORS BREWING COMPANY
APPENDIX A
Electrical
PROJECT: B5 Lake Compresor
Buildlin~
DESCRIPTION:
B5 Lake Compressor Building
PROJECT NO.: 09EK03
TABLE OF C.ONTENTS
SECTION
1.0 INTRODUCTION
2.0 CONTRACTOR / SUBCONTRACTOR PROVIDED MATERIAL
3.0 SCOPE OF WORK
4.0 REFERENCE DRAWINGS
5.0 SPECIFICATIONS
PAGE 1 of 3
DATE: (ORIGINAL)
10/26/05
REVISION NO.: A
DATE: 11/15/05
ENGINEER: D. Edwards
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m",JACOBS
COORS BREWING COMPANY
APPENDIX A
Electrical
PAGE 2 of 3
PROJECT: B5 Lake Compresor
Buildlina
DESCRIPTION:
B5 Lake Compressor Building
DATE: (ORIGINAL)
10/26/05
REVISION NO.: A
DATE: 11/15/05
PROJECT NO.: 09EK03
ENGINEER: D. Edwards
1_0 INTRODUCTION
1.1 The Electrical Work Package for the B5 Lake compressor building.
. Install a new service 480/120-240V for the new compressor building. The
service is to include a service entrance disconnect, meter socket, service
ground, and Mini-Powerzone.
. Install lighting and receptacles as shown on drawings.
. Connect power feed to compressor control panel.
2.0 CONTRACTOR I SUBCONTRACTOR PROVIDED MATERIAL
Jacobs Engineering Group Inc. will be referred to as Contractor. All other suppliers of
services and materials will be referred to as Subcontractor.
2.1 The Electrical Subcontractor shall supply labor, equipment and material
necessary to complete the installation of conduit, conduit supports and wiring.
3.0 SCOPE OF WORK:
3.1 Install a new service entrance on the north side of the building. Install the msin
disconnect ahead of the meter socket. The building is of fiberglass construction
and all of the electrical panels and gutters shall be supported from the ground.
Build unistrut stands to hold al the electrical equipment.
3.2 Install a Square D Mini-Powerzone to provide120V power for the lights,
receptacles and the irrigation pump.
3.3 Connect ground wire from ground rod to the compressor frame.
3.4 Install power feeder from the wire gutter to the compressor. The south wall of
the building has removable panels to remove the compressor, do not route
conduit in from the removable panel.
4.0 REFERENCE DRAWINGS
. DWG. No. FLW02010 Sht. 4 Rev:-1
5.0 SPECIFICATIONS
. Section No. 16050
m"JACOBS
APPENDIX A PAGE 3 of 3
COORS BREWING COMPANY Electrical
DATE: (ORIGINAL)
DESCRIPTION: 10126/05
PROJECT: BS Lake Com presor B5 Lake Compressor Building REVISION NO.: A
Buildling DATE: 11/15/05
PROJECT NO.: 09EK03 ENGINEER: D. Edwards
. Section No. 16110
. Section No. 16120
.
>
.~
m-JACOBS
COORS BREWING COMPANY
APPENDIX A
Pioinq/Structural
PAGE 1 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake B-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALREDI T. ALTICE/
C. WHITMORE
TABLE OF CONTENTS
SECTION
1. INTRODUCTION
2. CONTRACTOR I SUBCONTRACTOR PROVIDED MATERIAL
3. SCOPE OF WORK
4. REFERENCE DRAWINGS
5. SPECIFICATIONS
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m-,JACOBS
COORS BREWING COMPANY
APPENDIX A
Pipinq/Structural
PAGE 2 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake B-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALREDI T. AL TICEI
C. WHITMORE
1. INTRODUCTION
1.1. GENERAL
This project is to provide an aeration system to Lake B-5. The system shall
consist of an Atlas Copco air compressor inside a skid mounted pre-fabricated
self contained fiberglass building set on a concrete slab. Two (2) pair of
polyethylene compressed air lines, consisting of an aeration line and a floatation
line shall extend from the compressor into Lake B-5 approximately 720'.
2. CONTRACTOR I SUBCONTRACTOR PROVIDED MATERIAL
For the purpose of clarification, the following terms will be used to identify the suppliers
of materials used on the project:
"Owner" - Coors Brewing Company
"Contractor" - Jacobs Engineering Group (JEG) I J.E. Merit Constructors
"Subcontractor" - All other suppliers of services and materials
2.1. General
. The Contractor shall provide a vendor supplied air compressor and building.
. The Contractor is responsible for assisting the Subcontractor with technical
support.
. The Subcontractor is responsible to furnish ali supervision, labor, equipment and
materials for completing all work as described in this scope of work, including all
work indicated on drawings and within specifications incorporated by reference
within this scope of work.
. The Subcontractor is responsible for the identification, purchasing coordination,
scheduling of delivery, of all critical installation materials as identified within the
bid package.
m'JACOBS
COORS BREWING COMPANY
APPENDIX A
Piping/St(uctural
PAGE 3 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake B-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALRED/T. ALTICE/
C. WHITMORE
. The Subcontractor is responsible for ail utility tie-ins must be scheduled with the
Contractor and may require up to a two-week prior notice.
. The Subcontractor is responsible for transporting Vendor supplied equipment
from Coors Central Receiving to the job site.
. The piping scope of work consists of providing the piping materials and piping
instaliation labor for the scope of work defined herein and in the associated
drawings and documents.
. Subcontractor shail furnish ail piping materials including pipe, fittings, pipe
supports, hose stations and manual valves except materials pre-ordered by the
contractor. The subcontractor shail aiso furnish ail tools, supplies, and
equipment necessary for the instailation of the piping system.
m".JACOBS
COORS BREWING COMPANY
APPENDIX A
Pipina/Structural
PAGE 4 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake B-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALRED! T. AL nCE!
C. WHITMORE
3. SCOPE OF WORK
3_1 STRUCTURAL
. Clear and grub the local site for the new concrete slab as shown on the
location plan, drawing FLW/02010, sheet 001.
. Excavate and remove from the site approximately 3'-0" of existing soils under
the slab and 1 '-0" from the approach drive. Replace with Class 1 structural
backfill, compacted to 90% standard proctor density at optimum moisture
content. Backfill shall be compacted in 8" thick lifts maximum.
. Form, place reinforcing and pour new concrete slab on grade for the new
compressor skid. The concrete mix shall be approved by the contractor prior
to placement. Finish shall be as shown on drawing FLW/02010, sheet 002.
. Vendor to supply air compressor skid and building to the new concrete slab
location. Subcontractor shall have off-load capability. Set, level and anchor
skid to concrete per the vendor's recommendations.
3.2 PIPING
. Excavate a three (3) foot deep trench beginning at the northeast edge of the
concrete slab and ending at the sloped basin edge of the B-5 Lake.
. Route four (4) 304L stainless steel threaded 2-inch lines from the flanged
compressor tie-in through the trench and along the sloped basin of the B-5
Lake. Terminate the 304L stainless steel pipe at an elevation of 5430-feet
(10 feet beiow the nominal surface level of the B-5 Lake) with a reducing
fitting (2-in x 1 y:'-in).
. Route one (1) BOO-foot aeration line and one (1) BOO-foot floatation line tied
together per drawing FLW/02010, sheet 3, towards the north side of the B-5
Lake. Lines shall route and terminate at the northern most edge of the deep
portion of the lake as shown on drawing FLW/02010, sheet 1.
. Route one (1) BOO-foot aeration line and one (1) BOO-foot floatation line tied
together per drawing FLW/02010, sheet 3, towards the south side of the B-5
Lake. Lines shall route and terminate at the southern most edge of the deep
portion of the lake as shown on drawing FLW/02010, sheet 1.
. Secure all barbed connections with double stainless steel worm gear hose
clamps.
m"JACOBS
COORS BREWING COMPANY
APPENDIX A
Piping/Structural
PAGE 5 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake B-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALRED/ T. ALTICE/
C. WHITMORE
. Secure anti-buoyancy weight (1/2 of standard red brick, -3-lbs) to aeration
and floatation line with 1/8-inch stainless steel braided cable. Use cabie
clamps at each end to secure cable to weight and aeration line. Use one (1)
stainless steel worm gear hose clamp to "pinch" the cable to the floatation
line. Maintain 6-inch separation between aeration line and floatation line.
Maintain 18-inch separation from base of weight to centeriine of aeration iine,
as depicted on drawing FLW/02010, sheet 3.
. Shorten the 1-inch aeration polyethylene line by 1-foot and plug the end. Drill
35, 3/16-inch diameter hoies on 1-foot centers, beginning 1 foot from the
piugged end.
. Place a singie stainless steel worm gear hose ciamp at 37 feet from the
plugged end to demark the beginning of the aeration zone.
. Install one (1) 90-deg barbed Ell at the end of the 1 %-inch polyethylene
floatation line and orient vertically.
. Install one (1) foot of 1 %-inch floatation line to 90-deg barbed Ell with a 1-
inch x 1 %-inch reducing barbed connector. Secure all fittings with double
stainless steei worm gear hose clamps.
m'JACOBS
COORS BREWING COMPANY
APPENDIX A
PipinQ/Structural
PAGE 6 of 6
DESCRIPTION: Lake B-5 Aeration System
DATE: (ORIGINAL)
10/26/05
REVISION NO.: -
DATE:11/15/05
PROJECT: Lake 6-5 Water
Storage Capacity Improvement
PROJECT NO.: 09EK03
AUTHOR:
M. ALRED/ T. AL TICEI
C. WHITMORE
4. REFERENCE DRAWINGS
DRAWING NO. SHT. REV. TITLE
FLW/02010 1-4 - CIVIL/SITE
LAKE WATER
LAKE B-5 AERATION
D-JE-L01 1 AA GENERAL ARRANGEMENT
AIR COMPRESSOR PACKAGE
(POWER SERVICE INC.)
2"-01 1 0 ISOMETRIC DRAWING
(POWER SERVICE INC.)
5_ SPECIFICATIONS
. Section No. 03310 Cast in Place Structural Concrete
. Section No. 15050A01B Compressed Air Piping Not Exceeding 150 PSIG
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Projec.! Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
PART 1 GENERAL
1.01 STATEMENT.OFWORK
Work consists of furnishing labor, material, and equipment necessary for completion of site-cast
concrete work as defined below and shown on the drawings.
1. All formwork for site cast concrete including design, bracing, shoring, and anchorage.
2. Criteria for mix proportions, production, delivery, and evaluation of concrete.
3. Placement of reinforcing.
Not used
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4. Placement, consolidation, finishing and curing of concrete.
1.02
RELATED WORK
1_03
REFERENCE STANDARDS:
A. Comply with following standards except where more stringent requirements are shown or
specified.
1. ACI 301-latest edition, "Specification for Structural Concrete for Buildings."
2. ACI SP-15, "ACI Field Reference Manual"
3. ACI 347 "Recommended Practice for Concrete Formwork."
4. Concrete Reinforcing Steel Institute (CRSI), "Manual of Standard Practice"
5. ACI SP-66, "ACI Detailing Manual"
1.04 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
applicable provisions of the state and local building and safety codes.
B. Formwork Design: The Contractor shall assume all responsibility for the safety of the formwork
and shall provide all necessary design, construction, materials and maintenance to produce the
required concrete work safely. Design all formwork to have sufficient camber to maintain the
tolerances specified. Strength shall be sufficient to compensate for the weight of the fresh
concrete and a construction live load of 50 psf minimum.
03310
Page 1 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
C. CBC will provide testing services or will employ an independent Testing Laboratory acceptable to
the CBC Designated Representative to provide testing services specified herein.
The Testing Laboratory shall be offered uninterrupted access to the ready-mix batching plant at
all times that the work is in progress.
Provide the Testing Agency with the following:
1. Incidental labor required to facilitate testing.
2. Minimum one day's advance notice when concrete is to be placed.
3. Adequate facilities for the safe storage and proper curing of concrete test cylinders on the
project site for the first 24 hours after casting as required by ASTM C31, Method of Making
and Curing Concrete Test Specimens in the Field.
4. Materials, samples and access to materials as required for testing.
5. Reimbursement of costs for testing and inspection resulting as a consequence of the
following:
a. Work not in compliance with the Contract Documents.
b. Testing requested by Contractor or Subcontractor such as additional cylinders for
early breaks, etc.
c. Testing to verify the adequacy of work done, without prior notice, without proper
supervision or contrary to standard construction practice.
D. Workmanship: The Contractor is responsible for and shall bear the cost of correcting concrete
work which does not conform to the specified requirements including, but not limited to, strength,
toierances and finishes. Correct deficient concrete by means acceptable to the CBC Designated
Representative.
E. Record of Work: A record shall be kept by the General Contractor listing the time and date of
placement of all concrete for the structure.
F. Design Criteria: See General Notes on Structurai Drawings and ACI 301 Chapter 3.
G. Record of Work: All concrete batch trip tickets will be collected and retained by the Contractor.
Concrete batch trip tickets shall contain information specified in ASTM C94, Paragraph entitled
"Batch Ticket information," including items 15.2.1 through 15.2.8. Batch trip ticket shall also show
the total amount of water in the mix as batched (including water present in the aggregate before
batching) and the amount of water required by the design mix proportions.
03310
Page 2 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26105
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
1.05 SUBMITTALS
A. Product Data:
1. Submit product data for cementitious materials and admixtures as required herein.
2. Submit curing compound product data, including certification that concrete moisture loss is
less than specified herein and verification of its compatibility with other finish materials and
surface treatments required.
3. Submit product data with appiication and installation instructions for proprietary materials
and items including bonding, repair and patching compounds, epoxies, grouts, and others
as required by the CBC Designated Representative.
B. Shop Drawings: (NOT IN CONTRACT)
1. Submit shop drawings for fabrication, bending and placement of concrete reinforcement.
Comply with ACI Detailing Manual (SP 66), latest edition and the following additional
requirements. Provide 1/4" scale elevations of all walls and beams [including grade beams,
etc.] with reinforcing shown.
a. Elevations shall show top and bottom profile of concrete element, all supports below,
and all concrete walls, beams, etc. framing into the element. Show one continuous
elevation for all beams in a common line.
b. Show all openings in structural slabs and beams. Show all pockets in beams and
walls. Show elevation at top of beams, walls, and columns. Show sections through
all beams, pilasters and columns. [Show placing sequence of reinforcing for items
with more than one reinforcing layer].
2. Include all accessories specified and required to support reinforcement. List type, height,
finish, number and location of all bar supports.
3. Show all splices of reinforcing, type of splice used and splice location. If lap splices are
used, show length of lap. Show grade of all reinforcement used and specifically identify all
ASTM A706 reinforcing.
03310
Page 3 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
C. Mix Designs:
1. Submit substantiating data for each concrete mix design not less than three weeks prior to
first concrete placement. Data for each mix shall, as a minimum, include the following:
a. Mix identification designation (unique for each mix submitted).
b. Statement of intended use for mix.
c. Mix proportions, Inciudlng cement type and all admixtures used.
d. Manufacturer's data and/or certifications verifying conformance of all mix materials,
including admixtures, with specific requirements.
e. Design slump.
f. Wet and dry unit weight.
g. Entrained air content.
h. Required average strength qualification data per ACI 301 3.9.1 and 3.9.2.
i. Average strength qualification data (trial mix data or field test data per ACI 301
3.9.3).
j. Field test data submitted for qualification of average strength under ACI 301 3.9.1,
3.9.2 and 3.9.3 shall include copies of the Concrete Testing Agency's reports from
which the data was compiled.
k. For lightweight concrete, submit splitting tensile strength qualification data
acceptable to the CBC Designated Representative. Such data may be in the form of
tests conducted in accordance with ASTM C496 within the last year on concrete
made with similar materials to those proposed and produced to meet a specified
strength within 1000 psi of that required.
2. Separate design mixes are required for each strength and class of concrete, each change
in type and/or quality of mix materials including admixtures, each change in slump limits
and each change in entrained air content.
3. For lightweight concrete placed by pumping, separate mix designs are required for each
100 feet of vertical or horizontal distance from the pump to the point of discharge. This
requirement may be waived if demonstrated by previous successful experience, that the
proposed mix will meet all requirements of these specifications, when sampled at the point
of discharge, over the full range of distances required.
03310
Page 4 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
D. Certifications
1. Formwork design: Submit 1 copy of certification for Owner's record that formwork and
reshoring has been designed by a:Professional Engineer as required herein.
2. Submit certifications that all admixtures comply with requirements herein.
1.05 DELIVERY, STORAGE AND HANDLING
A. Delivery of Materials: Deliver materials in manufacturer's unopened containers fully identified with
manufacturer's name, trade name, type, class, grade, size and color.
B. Reinforcing: Unload and store reinforcing bars so they will be kept free of mud and damage.
C. Hauling Time: Discharge all concrete transmitted in a truck mixer agitator, other transportation
device not later than 1-1/2 hours or 300 revolutions of the drum after the mixing water has been
added, whichever is earliest.
D. Extra Water: Deliver concrete to the job in exact quantities required by the design mix. Should
extra water be required before depositing the concrete, the Contractor's Superintendent shall have
sole authority to authorize the addition of water. Any additional water added to the mix after
leaving the batch plant shall be indicated on the trip ticket and signed by the person responsible.
Where extra water is added to the concrete, it shall be mixed thoroughly for 30 revolutions of the
drum at mixing speed. Water may be added at the site only once to each batch.
1.07 JOB CONDITIONS
A. Environmental Requirements:
1. Cold Weather Placement: When depositing concrete when the mean temperatures are
below 40 degrees F., follow recommendations of ACI 306 as modified herein. Maintain
concrete temperature at a minimum of 55 degrees F. for sections having a minimum
dimension of less than 12" or 50 degrees F. for sections having a minimum dimension of
12" or greater, for not less than 72 hours after depositing.
2. Hot Weather Placement: When depositing concrete in hot weather, follow
recommendations of ACI 305 as modified herein. The temperature of concrete at time of
placement shall not exceed 90 degrees F. Protect to prevent rapid drying. Start finishing
and curing as soon as possible. The use of continuous wetting or fog sprays may be
required by the CBC designated representative for 24 hours after depositing.
B. Protection: Protect finished slabs from mortar leakage from pouring of concrete above. Cover
masonry walls, glazing and other finish materials with polyethyiene or otherwise protect from
damage due to pouring of concrete.
03310
Page 5 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
PART 2 PROCUREMENT
2.00 GENERAL
A. All materials in accordance with ACI 301 unless amended or superseded by requirements of
following articles or General Notes on the structural drawings.
2.01 FORM MATERIALS AND SYSTEMS
A. Form work systems shall be designated by a Professional Engineer, employed by the Contractor
and registered in the State of Colorado.
B. Forms for Exposed Finish Concrete: Plywood, metal, metal-framed plywood faced or other
acceptable panel-type materials, to provide continuous, straight, smooth, exposed surfaces.
Furnish in largest sizes to minimize number of joints. Provide form material with sufficient
thickness to withstand pressure of newly-placed concrete without bow or deflection.
C. Forms for Unexposed Finish Concrete: Plywood, lumber, metal or other acceptable material.
Provide lumber dressed on at ieast two edges and one side for tight fit.
D. Void Forms: Moisture resistannreated paper faces, biodegradable. Structurally sufficient to
support weight of wet concrete until initial set. Sizes as required to produce void spaces as shown
on the drawings.
E. Slab Construction Joint Forms: Galvanized steel with continuous tongue and groove.
F. Chamfer Strips: 3/4" 45 degree job-cut wood.
G. Rustication Strips: Job-cut wood, size and shape as indicated on the drawings.
H. Form Coatings: Provide commercial formulation form-coating compounds that will not bond with,
stain or adversely affect concrete surfaces and will not impair subsequent treatments of concrete
surfaces.
2.02 REINFORCING MATERIALS AND ACCESSORIES
A. General: 60,000 psi yield strength. Use reinforcing conforming to ASTM Al06 where welding of
reinforcing is required. Uncoated finish.
B. Deformed Bars: ASTM A615 plus supplementary requirement (S1), Deformed Billet Steel Bars or
ASTM Al06, Low-Alloy Steel Deformed Bars unless otherwise indicated.
C. Plain (Smooth) Bars: ASTM A615 plus supplementary requirement (S1) or ASTM Al06.
D. Tie Wire: Tie wire shall be No. 16 American Wire Gage or heavier, black annealed.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG,
Project Rev: 0
D. Selection of Proportions:
1. Selection of Proportions: Use method of ACI 301 3.9. Proportioning based on method of
ACI 301 3.10 not allowed.
a. Field Test records used for documentation of the average strength produced by a
proposed mix in accordance with ACI 301 3,9,3.2 shall, in addition to the
requirements there listed, comply with the following:
The test record shall represent production concrete from a single design mix,
produced during the past year and may be composed of 30 or more consecutive
tests.
The test record. shall represent concrete made with identical materials and
proportions (including admixtures) to the proposed mix.
The test record shall represent concrete proportioned to produce the maximum
slump allowed by these specifications, and for air-entrained concrete, within +/- 0.5
percent of the maximum air content allowed,
b. Mixes proportioned on the basis of trial mixtures shall meet provisions of ACI 301
3.9.3.3,
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
.
E. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs,
spacers, bars and other devices for spacing, supporting and fastening reinforcing bars in place
within specified tolerances. Use wire bar-type supports complying with CRSI, Class 1 or2, unless
noted otherwise.
1. Size, length, number and spacing of supports shall be sufficient to hold reinforcing in the
proper position within specified toierances during construction and concrete placement.
2. Use supports with sand plates, masonite bases, horizontal runners for slabs-on-grade.
F. FABRICATION
Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication
tolerances complying with CRSt "Manual of Standard Practice." In case of fabricating errors, do
not rebend or straighten reinforcement in a manner that will injure or weaken the material.
Unacceptable Materials: Reinforcement with any of the following defects will not be permitted in
the work:
1. Bar lengths, depths and bend exceeding specified fabrication tolerances.
2. Bends or kinks not indicated on drawings or final shop drawings.
3. Bars with reduced cross-sections due to excessive rusting or other cause.
4. Bars of Incorrect size or grade.
2.03 CEMENTlTlOUS MATERIALS
A. Portland Cement: ASTM C 150 Type I or II. Refer to the Schedule of Concrete Mixes herein for
additional information.
B. Fly Ash: ASTM C618, Class F or C.
2_04 AGGREGATES
A. Normal Weight Aggregate: ASTM C33 containing no deleterious substances which cause surface
spalling.
B. Lightweight Aggregate: ASTM C330.
2.05 WATER
A. Potable
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
2.06 ADMIXTURES
A. Prohibited Products:
1. Calcium chloride or admixtures containing more than 0.5% chloride Ions by weight of the
admixture.
2. Admixtures contributing more than 0.3% thiocynate ions by weight of cement when used at
the manufacture's recommended maximum dosage.
B. Air-Entraining Admixture: ASTM C260.
C. Water Reducing Admixture: ASTM C494, Type A
D. High Range Water Reducing Admixture: ASTM C494, Type F or G.
2.07 FIBROUS CONCRETE REINFORCEMENT
A. Polypropylene fibrillated fibers containing no reprocessed olefin materials and having tensile
strength of not less than 70 ksi. Fiber lengths per manufacturer's recommendation for concrete
type and application. Current IBCO approval required.
2.08 PROPORTIONING AND DESIGN OF MIXES
A. Proportioning: Proportion concrete mixes to yield properties and proportions listed in the
SCHEDULE OF CONCRETE MIXES near the end of this section.
B. Fly Ash/Cement Replacement: Fly ash, in proportions not greater than 25% by weight of the total
amount of cementitious materials, may be used when accepted by the CBC Designated
Representative. Cement content and/or water-cement ratio for mixes containing fly ash shail be
based on the total weight of cementitious materials (Portland Cement plus fly ash).
C. Additional Requirements for Lightweight Concrete:
1. Air Dry Unit Weight: 112, +/-3 psf measured at 56 days in accordance with ASTM C567
except that air drying shall be continued for 49 days after curing.
2. Wet Unit Weight: 119, +/-2 psf.
3. Splitting Tensile Strength: 5.7 times the square root of the specified 28-day concrete
compressive strength.
4. Pumped Lightweight Concrete Mixes shall contain fly ash in proportions of not less than 8%
nor greater than 20% by weight of the total amount of cementitious materials and the
specified air entraining agent in quantities sufficient for 5% to 8% total air content by
volume. Such mixes may contain the specified water reducing admixture and/or approved
pumping aids.
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Title: CAST-iN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Dale: 10/26105
Project No. 09EK03
Section No. 03310
Master Rev: ORiG.
Project Rev: 0
2.09 SCHEDULE OF CONCRETE MIXES
Min. Tot
T Ic Conc Max Cem. Max Slump Air Cemt Req'd Other
y Intended Use (ksi) Type WIC Mtrl Aggr. Limits limits Type Admix- Reqmts
P (#Icy) (in) (in) (%) tures
E (1) (2) (3) (4) (5) (6) (7) (8) (9)
1 Drilled Piers 3 NW 517 [1] 5.7 6 [I or II] AE,WRA
(cased holes)
2 Footings 3 NW 517 [1] 4max [6J [I or III [AEJ
3 Grade Beams, Tie 3 NW 0.50 517 314 4max [6] [lor IIJ [AE]
Beams & Basement
Walls
4 Walls, Columns 4 NW 0.50 611 314 4max -- [Iorlll [HRWRA]
[8max]
5 Structural Slabs, 4 NW 0.50 611 314 4max -- [HRWRA]
Beams [8 maxJ
6 Interior Topping 4 NW 0.50 611 3/4 4max 6 [lor IIJ WRA, AE FRC
Slabs not Exposed
to Weather
7 Interior Slab on 4 NW 0.50 611 314 4max -- [Iorll]
Grade
8 Site Work, Exterior 4.5 NW 0.45 658 314 4 max 6 II AE,WRA
Flatwork, Concrete [1]
Exposed to
Weather and
Deicers
9 All Concrete not 4 NW 0.50 611 314 4max 6 [I or II] AE
otherwise specified
NOTES:
(1) Strength: Proportion mixes to attain compressive strengths indicated in 2B days unless higher
strengths are specified herein.
(2) Provide normal weight (NW) or lightweight (LW) concrete as indicated. See 2.08 herein for
additional requirements for lightweight concrete.
(3) W/C is the ratio of weight of water to weight of cementitious materials (Portland cement plus fiy
ash). The weight of water shall include all free water in the aggregates at the time of batching.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: 1. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
(4) Minimum cementitious materials is the minimum weight of Portland Cement plus fly ash.
(5) For the maximum coarse aggregate size indicated, use the following aggregate size numbers
per ASTM C33:
11/2"
#8 aggregate
#67 aggregate
#57 aggregate
#467 aggregate
3/8"
3/4"
1"
(6) When slump is listed as a maximum, tolerance is plus 0 inches and minus 21/2 inches. [Slump
for concrete with HRWRA (superplasticlzer) shall be 8 inches maximum]. [Slump for pumped
lightweight aggregate concrete shall be 51/2 inches maximum].
(7) Total air content limits listed include both entrained and entrapped air +/- 1 1/2%.
(8) Abbreviations for required admixtures as follows:
AE
WRA
HRWRA
= Air-entraining admixture
= Water reducing admixture
= High-range water reducing admixture
(9) Abbreviations for other requirements as follows:
FRC
= Fiber reinforced concrete
2.10 RELATED MATERIALS
A. Moisture Barrier: Provide moisture barrier cover over prepared base material where indicated.
Use only materials which are resistant to decay when tested In accordance with ASTME154, as
follows:
[Polyethylene sheet, not less than 8 mils thickness.]
[Water resistant barrier consisting of heavy Kraft papers laminated together with glass fiber
reinforcement and overcoated with polyethylene].
1. Subject to compliance with requirements, us one of the following:
"Ply-Bar Plus ii" - Glas-Kraft Co.
"Moistop" - Fortifiber Co.
B. Flatwork Expansion Joints:
1. Interior Use or Exterior Use Where Sealants Are Specified: Bituminous saturated fiber
conforming to ASTM 01751, 1/2 in. thickness.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
2. Exterior Use Where Sealants Are Not Specified: Premolded asphalt and fiber conforming
to ASTM D994, 1/2 in. thickness.
C. Waterstops: Provide flat, dumbbell type or center bulb type waterstops at construction joints and
other joints as indicated. Use 3/16" x 4" unless noted otherwise.
1. Polyvinyl Chloride Waterstops: Corps of Engineers CRD-C572
a. Subject to compliance with requirements, provide products of one of the follow
manufacturers:
Burke Company
Edoco Technical Products
Progress Unlimited
Vinylex
D. Curing Compounds:
1. Curing and Sealing Compound: Clear styrene acrylate type, 30% solids content minimum,
and have test data from an independent laboratory indicating a maximum moisture loss of
0.030 grams per sq. cm. in 72 hours when applied at a coverage rate of 200 sq. ft. per
gallon. Manufacture~s certification reauired.
2. Dissipating Resin Compound: ASTM C309, Type 1. The film must chemically break down
in a four to six week period. Provide data from an independent laboratory indicating a
maximum moisture loss of 0.03 grams per sq. cm. in 72 hours when applied at a coverage
rate of 200 ft' per gallon. Manufacturer's certification reauired.
E. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq.yd.,
complying with AASHTO M182, Class 2.
F. Moisture-Retaining Cover: One of the following, complying with ASTM C171:
Waterproof paper
Polyethylene film
Polyethylene-coated burlap.
G. Polymer Adhesives: Material suitable for use on dry or damp surface, complying with ASTM
C881, for use in all structural concrete repairs. Obtain prior approval of the CBC Designated
Representative as to methods and procedures.
1. Injection Epoxy: Subject to compliance with requirements, provide one of the following:
03310
"Concresive 1380" - Adhesive Engineering Co.
"Eucopoxy Injection Resin" - The Euclid Chemical Co.
"Fx-751 Hydro-Ester Low Modulus LV" - Fox Industries
"Sikadur 35, Hi Mod LV" - Sika Chemical Corp.
Page 12 of 24
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
2. Polymer Modified Mortar: Subject to compliance with requirements, provide one of the
following:
"Concresive 3035 or 3036" - Adhesive Engineering Co.
"Euco Thin Coat", "Euco Concrete Coat" or "Euco Thin Top"-
Euclid Chemical Co.
"Sikatop 121 or 122" - Sika Corp.
3. Epoxy Adhesive: ASTM C881, Type II, Grade II, Class B orC. Subject to compliance with
requirements, provide one of the following:
"Euco 452" - The Euclid Chemical Co.
"Concresive 3007" - Adhesive Engineering Co.
"Sikadur 32 Hi-Mod" - Sika Corp.
4. Watertight Joint Compound: Subject to compliance with requirements, use one of the
following:
"Eucopoxy 452 or Eucopoxy LPL" - The Euclid Chemical Co.
"Concresive Standard Liquid" - Master Builders, Inc.
"Sikadur Hi-Mod" - Sika Corp.
H. Epoxy Joint Filler: Two component, 100% solids epoxy compound, with a minimum shore A
hardness of 70.
1. Subject to compliance with requirements, provide one of the following:
"Euco 700" - The Euclid Chemical Co.
"Masterfill 300" - Master Builders, Inc.
"MM-80" - Metzger-McGuire Co.
"Sikadur 51 SL" - Sika Corp.
I. Expansion Anchors: See Section 05120.
J. Non-Shrink Grout: See Section 05120.
PART 3 INSTAllATION
3.00 GENERAL
A. Perform concrete work in accordance with ACI 301 except as specified herein and on the
drawings.
B. Use ready-mixed concrete conforming to ASTM C94; no job-mixed concrete allowed.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORiG.
Project Rev: 0
3.01 CONCRETE CAST ON EARTH
A. Preparation:
1. Foundation Bearing Surfaces: Excavate to smooth, level surface in undisturbed, natural
soli unless otherwise indicated or accepted by the Soils Engineer. Soli surface shail be
level to :':: 1" at time of concrete placement.
2. Slab Subgrade: Underslab surfaces shail be fine graded to smooth, level surface prior to
instailation of slab forms.
3. Vapor Barrier: Instail over prepared base material at interior slabs-on-grade. Place 3" of
weil graded compacted [road base] [sand] over vapor barrier and below siab-on-grade,
4. Earth Cuts: Earth cuts may not be used as forms.
B. Inspection: Ail foundation bearing surfaces shail be inspected and accepted by the Solis Engineer
prior to start of formwork.
3.02 FORMWORK
A. Generai:
1. Design, construct, brace and maintain formwork in accordance with ACI 301 and ACI 347
as modified herein.
2. Fabricate forms for easy removal. Provide crush plates or wrecking piates where stripping
may damage concrete surfaces. Kerf work inserts for forming keyways, reglets, recesses
and the like to facilitate removal.
3. Provide temporary openings where interior area of formwork is inaccessible for clean out,
for inspection, before concrete placement, or for placement of concrete. Securely brace
temporary openings and seal to forms to prevent loss of concrete mortar.
B. Preparation of Form Surfaces:
1. Ciean reused forms of concrete matrix residue, repair and patch as required to return
forms to acceptable surface conditions.
2. Coat contact surfaces of forms with specified form-coating compound before reinforcement
is placed in conformance with manufacturer's instructions.
3. Thin form-coating compounds only In conformance with manufacturer's instructions. Do
not allow excess form-coating material to accumulate in forms or to come into contactwith
concrete surfaces against which fresh concrete wiil be placed.
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Titie: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG,
Project Rev: 0
C. Void Spaces: Specified void form may be used at the Contractor's option. Where used, one-
eighth inch (1/8") thick masonite or plywood sheet shall be placed on top of the void forms and the
void forms shall be placed In the largest pieces practical and shall be adequately secured in place
with joints sealed to prevent leakage of concrete into the void space.
D. Chamfer Strips: Install 45 degree chamfer strips at exposed outside comers and as detailed.
E. Rustication Strips: Install as shown in the drawings. Securely nail within the forms using finish
nails.
3.03 PLACING REINFORCEMENT
A. General:
1. Comply with Concrete Reinforcing Steel Institute's "Recommended Practice for Placing
Reinforcing Bars", and as herein specified,
2. Clean reinforcement of loose rust and mill scale, earth, ice, form 011 and other materials
which reduce or destroy bond with concrete.
3. Accurately position, support, and secure reinforcement against displacement by
construction or concrete placement operations with metal chairs, runners, boisters,
spacers, hangers, or other means acceptable to the CBC Designated Representative. On
vertical formwork, use approved bar chairs or spacers as required to maintain proper
concrete cover and bar position.
4, Install reinforcement to tolerances given on the Drawings.
B. Welding of Reinforcement: Welding reinforcing bars not permitted except where specifically
indicated or approved by the CBC Designated Representative. Where permitted, weld In
accordance with AWS D1.4,
C. Field Bending of Reinforcement: Reinforcement partially embedded in concrete shall not be field
bent except as shown on the drawings.
D. Protection of Reinforcement: Protect exposed bars intended for bonding with future construction
from corrosion by providing adequate covering,
E. Inspection of Reinforcement: Completed installation of concrete reinforcement must be reviewed
by the CBC Designated Representative before depositing concrete.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
3.04 INSTALLATION OF EMBEDDED ITEMS
A General
1. Coordinate the requirements for Installation of embedded items specified and furnished in
other sections of the specifications. Obtain templates and instructions for setting
embedded items.
2. install sleeves In concrete slabs, beams, walls, or columns only where shown on the
structural drawings or approved by the CBC Designated Representative.
B. Embedded Pipes and Conduits: Conform to requirements of ACI 3186.3.
C. Dowels, Embedded Plates and Shapes, Anchor Bolts, Inserts, Form Blockouts and other items
built into the concrete shall be securely fastened to formwork or held in place with templates.
Insertion into concrete after casting is not allowed.
D. Dovetail Slots: Install in formwork whenever masonry abuts concrete such as intersections of
masonry walls with concrete walls or columns. At wall Intersections, install one vertical siot for
each 8" of masonry wall width.
3.05 JOINTS
A Construction Joints in Formed Elements:
1. General:
a. Locate and install construction joints as indicated on the drawings or if not shown on
drawings, locate so as not to impair strength or appearance of the structure.
2. Keyways: Provide keyways as detailed on the drawings. Where not detailed, provide
1-1/2" minimum depth intermittent (1'-0 long keys at 2'-0 o.c.) keyways in all construction
joints in walls, and, between walls and footings, and provide 1 1/2" minimum depth by
continuous key ways in all slab construction joists.
3. The surface of the concrete at all construction joints shall be thoroughly cleaned, all loose
material and laitance removed, the surface wetted and all standing water removed prior to
placing adjoining concrete.
4. Waterstops: Provide waterstops in construction joints as indicated on the drawings. Install
waterstops to form continuous diaphragm in each joint. Make provisions to support and
protect exposed waterstops during progress of work. Fabricate field joints in waterstops in
accordance with manufacturer's instructions.
5. Control Joints: Construct joint by saw cutting. Make saw cuts as soon as possible after
placing concrete without dislodging aggregate.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
Either a dry cut or conventional saw may be used. Dry saw cutting shali begin Immediately
after final finishing and shali be cut to a depth of 1 1/4". A conventionai saw, if used, shali
be cut to a depth of 1/4 slab thickness.
B. Bonding of Construction Joints: Apply specified watertight joint compound in accordance with
manufacturer's instructions to ali joints required to be watertight in areas defined [on the drawings]
[below:]
C. Doweled Connections to Existing Work: In locations where new concrete is doweled to existing
work, drili hoies in existing concrete, insert steel doweis and pack solidly with specified non-shrink
grout.
3.06 CONCRETE PLACEMENT
A. Preplacement Inspection: Formwork instaliation, reinforcing steel placement and Instaliation of ali
items to be embedded or cast into concrete shali be verified by the Contractor prior to placement.
B. General: Comply with ACI 301, ACI 304, and as herein specified.
C. Conveying: Convey concrete from the mixer to point of deposit without segregation.
D. Placing:
1. Wet exposed subgrade, precast concrete, previously placed concrete, and uncoated wood
forms immediately prior to placing concrete.
2. Deposit concrete continuously or in layers of such thickness that no concrete will be placed
on concrete which has hardened sufficiently to cause the formation of seams or planes of
weakness. If a section cannot be placed continuously, provide construction joints as herein
specified. Deposit concrete as nearly as practicable to its final location to avoid
segregation.
3. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers and in a manner
to avoid inclined joints. Where placement consists of several layers, place each layer while
preceding layer is stili plastic to avoid cold joints.
Guide the flow of concrete in walls and columns for vertical drop between the reinforcing.
Free fali, except in walis and columns, shali not exceed five feet. Free fali in walis and
coiumns shali not exceed 10 feet without prior acceptance by CBC Designated
Representative.
4. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous
operation, within limits of construction joints, until the placing of a panel or section is
completed.
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Title: CAST-iN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: 1. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
Place continuous Intermediate screed strips at intervals not greater than 15 feet. Set prior
to concrete placement. For slabs cast over metal deck, place screeds along beam lines.
Set screeds and adjust as necessary to achieve proper slab elevation and thickness,
allowing for beam camber and deflection.
5. Topping: Protect base surface from oil, paint, dirt, or other contaminants. Mechanically
remove contaminants prior to topping placement. Thoroughly dampen base surface and
leave free of standing water prior to placement. Place concrete as specified for slabs.
E. Consolidating:
1. Maintain one standby vibrator at all times.
2. Consolidate placed concrete in both formed and unformed concrete by internal vibrating
equipment with a minimum frequency of 7000 rpm, supplemented by hand-spading,
rodding or tamping.
3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly spaced locations not farther than visible effectiveness of machine.
Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do not
insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit
duration of vibration to time necessary to consolidate concrete and complete embedment of
reinforcement and other embedded items without causing segregation of mix.
4. Consolidate concrete during placing operations so that concrete is thoroughly worked
around reinforcement and other embedded items and into corners.
3.07 FINISH OF FORMED SURFACES
A. Definitions: Refer to ACi 301 Chapter 10, for formed surface standard finish and requirements.
3.08 SLAB SURFACE FINISHES
A. Definitions: Refer to ACI 301 11.7 for definition of slab surface finishes.
B. Provide steel troweled surface finishes unless otherwise noted.
3.09 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS
A. General:
1. Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Maintain concrete with minimal moisture loss at a relatively constant
temperature for the period necessary for hydration of the cement and hardening of
concrete.
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Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
2. Curing shall commence as soon as free water has disappeared from the concrete surface
after placing and finishing. The curing period shall be seven days.
3. Curing shall be in accordance with ACI 301 procedures. Avoid rapid drying at the end of
the curing period. During hot and cold weather, cure concrete In accordance with ACI 305
and ACI 306.
B. Curing Methods: Perform curing of concrete by moisture curing, by moisture-retaining cover
curing, by curing compound and by combinations thereof, as herein specified. The Contractor
shall choose a curing method that is compatible with the requirements for subsequent material
usage on the concrete surface.
1. Provide moisture curing by one of the following methods:
a. Continuous water-fog spray.
2. Provide moisture-cover curing as follows:
a. Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in
widest practical width with sides and ends lapped at least 8" and sealed by
waterproof tape or adhesive. Immediately repair any holes or tears during curing
period using cover material and waterproof tape. Moisture-retaining cover shall be
inspected each day by Contractor.
Any areas which do not show condensation on the underside of the cover or any slab
areas which are not wet shall be immediately rewetted and the cover reapplied to
prevent moisture loss.
3. Provide curing and sealing compound to interior slabs left exposed and to exterior slabs,
walks and curbs as follows:
a. Apply specified curing and sealing compound to concrete slabs as soon as final
finishing operations are complete (within 30 minutes). Apply uniformly in continuous
operation by power-spray or roller in accordance with manufacturer's directions.
Recoat areas subjected to rainfall within three hours after initial application.
b. Maintain continuity of coating and repair damage during curing period.
c. Obtain CBC designated representative's acceptance for use of membrane curing
compounds on surfaces which are to be covered with coating material applied
directly to concrete, liquid floor hardener, waterproofing, dampprooflng, membrane
roofing, flooring (such as ceramic or quarry tile), painting, other coatings and finish
materials.
C.
Curing Formed Surfaces: Where wooden forms are used, cure formed concrete surfaces,
including undersides of beams, supported slabs and other similar surfaces by moist curing with
forms in place for full curing period or until forms are removed. When forms are removed,
continue curing by methods specified above for specified curing time.
Page 19 of 24 11/21/05
03310
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORiG.
Project Rev: 0
.
D. Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping and other flat
surfaces by application of appropriate curing method.
Provide moisture curing for surfaces to receive penetrating sealer unless otherwise approved or
directed.
Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of moisture-
retaining cover, unless otherwise approved or directed.
3.10 FORM REMOVAL AND RESHORING
A. Removal of Forms: Supplement and Modify ACI 301 as follows:
1. ACI 301 4.5.4: Formwork not supporting weight of concrete such as sides of beams, walls,
columns and simiiar parts of the work, may be removed after cumulatively curing at not less
than 50 degrees F. for 24 hours after placing the concrete provided:
a. The concrete is sufficiently cured to be undamaged by form removal.
b. Required shores and supports are so arranged that they will not be loosened or
disturbed during form removal.
c. Supplemental curing and protection is provided for exposed concrete surfaces.
2. ACI 301 4.5.5: Formwork supporting weight of concrete such as beam soffits, joists, slabs
and other structural elements may not be removed in less than 14 days or untii concrete has
attained 75% of 28-day design strength.
a. Form removal time may be altered if a reshoring program is used that Is acceptable to
the CBC Designated Representative.
b. Compressive strength of cast-In-place concrete shall be determined by testing field-
cured concrete specimens representative of the concrete location for the members in
question.
3.11 REPAIR OF SURFACE DEFECTS
A. Formed Surfaces:
1. Modify or replace concrete not conforming to required lines, details and elevations.
2. Patching of tie holes is [not] required.
3. Repair defects in structural concrete eiements as follows:
03310
Page 20 of 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
a. Deep Defects Exposing Reinforcing: Chip to sound concrete and clean thoroughly
to removed all loose concrete and dust. Apply thin coat of specified epoxy adhesive.
Form and pour, or dry pack with specified non-metallic, non-shrink grout, prior to
development of tack-free condition of epoxy adhesive. Strip forms after grout has
hardened and provide specified finish. Apply specified clear curing and sealing
compound immediately after finishing and moist cure for 1 week.
b. Small Defects Not Exposing Reinforcing and Tie Holes: Chip and clean to expose a
fractured aggregate profile. Apply specified epoxy adhesive. Dry pack using
specified non-metallic, non-shrink grout prior to development of tack-free condition of
epoxy adhesive. Provide specified finish and cure as specified above.
B. Unformed Surfaces:
1. Test unformed surfaces, (slabs), for smoothness and verify surface plane is constructed to
tolerances specified for each surface and finish. Correct low and high areas as herein
specified. Test unformed surfaces sloped to drain for trueness of slope, .in addition to
smoothness using a template having required slope.
2. Correct high areas in unformed surfaces by grinding or other methods acceptable to the
CBC Designated Representative after concrete has cured a minimum of 14 days.
3. Correct low areas in unformed surfaces as directed by the CBC Designated
Representative.
4. Repair defective areas, except random cracks and single holes not exceeding 1" diameter,
by cutting out and replacing with fresh concrete. Remove defective areas to sound
concrete with clean, square cuts and expose reinforcing steel with a least 3/4" clearance all
around. Repair per ACI 301, Section 9.2.
5. Repair isolated random cracks and single holes not over 1" in diameter by dry-pack
method. Groove top of cracks, cut out holes to sound concrete clean of dust, dirt and loose
particles. Dampen cleaned surfaces and apply epoxy adhesive. Mix dry pack, consisting of
one part Portland Cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using
only enough water as required for handling and placing. Place dry pack before epoxy is
tack free. Compact dry pack mixture in place and finish to match adjacent concrete. Keep
patched area continuously moist for not less than 72 hours.
3.12 SLAB FINISHING TOLERANCES
A Slab Finishing Tolerances:
1. Slope to Drain: 1/4 inch per foot
2. Trowel Finish:
a. Formed slabs Class AX - 3/16" in 10'
03310
Page 21 of 24
11/21/05
Titie: CAST-iN-PLACE STRUCTURAL CONCRETE
Master AuthDr: J. GibbDns Master Date:
Project AuthDr: T. Altice/JacDbs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
b. Slabs on metal deck Class BX - 5/16" in 10'
3. FIDated Finish: Class BX - 5/16" in 10'
4. Scratched Finish: Class CX - 5/16" in 2'
5. TDpping Siab: Ciass AX - 3/16" in 10'
B. Embedded Items: Uniess noted Dtherwise Dn drawings, tolerances shall be as follows:
1. AnchDr BDits:
a. Adjacent anchDr bDlts in a group receiving a singie fabricated setting piece: +1-1/8"
b. LocatiDn and alignment Df anchor bDlt groups from designated IDcation and
alignment: +1-1/4"
2. Embedded Plates and Weldments:
a. Location: +1-1" vertical, +1-2" hDrizDntal
b. Piumb and aiignment: 1/4" in 12"
3.13 EVALUATION AND ACCEPTANCE CRITERIA
A. EvaluatiDn and acceptance ofwDrk under this sectiDn shall be in accDrdance with the provisions of
ACI 301 Chapters 17 and 18.
3.14 MISCELLANEOUS CONCRETE REQUIREMENTS
All other cast-in-place concrete wDrk indicated on the drawings shall be provided and installed,
even though not specificaliy mentioned herein, to compiete the work, including the following:
A. Anchors: Install anchors furnished under other sections in accordance with shop approved
drawings and/or setting instructions.
3.15 FIELD QUALITY CONTROL
A. The Testing Agency shall perform testing and inspection of concrete as follows:
1. Concrete inspection and testing will be made in accDrdance with building cDde
requirements and CDntract Documents, they will inciude the follDwing:
03310
Page 22 Df 24
11/21/05
Title: CAST-IN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
a. Testing concrete for strength, slump, air content, temperature and unit weight.
Slump, air content, temperature and unit weight shall be tested at the same
frequency as cylinders are taken.
b. Making and testing concrete cylinders, including furnishing cylinder containers for
specimens.
, c. Transporting and storing of all specimens involved in testing and inspection. Test
cylinders are to be transported to the laboratory not later than 24 hours after casting,
not earlier than 16 hours after casting.
d. Inspection of mixing and placing of concrete at the site, including recording of:
Amount and location of concrete placement, truck number and amount of water
added to each load of concrete tested, time batched, time of transit, time mixed on
job, time placement was completed, method of placing concrete and any other
pertinent information.
2. Test Specimens: Sampling of concrete shall be as follows:
a. At least one set of four cylinders for each 50 cubic yards or fraction thereof but not
less than one set for anyone day's operations.
b. For concrete placed by pumping, test specimens and concrete used for
determination of slump, air content and weight are to be taken at the point of
placement of concrete into the forms.
c. Samples will be obtained in accordance with ASTM C172.
d. Making, curing and subsequent handling of test cylinders, except as modified herein,
shall be in accordance with ASTM C31. Testing shall be in accordance with ASTM
C39.
e. The cylinders shall be placed in laboratory storage under moist curing conditions at
approximately 70 degrees F. Within 24 hours after molding and maintained therein
until tested. Tests will be as follows:
One cylinder shall be tested at 7 days for information.
Two cylinders shall be tested at 28 days for acceptance. The acceptance
test results shali be the average strength of these two cylinders.
One cylinder shall be held and not tested unless the 28-day average
strength is below the specified strength or unless otherwise instructed by the
Structural Engineer.
3. Test Reports: Reports of cylinder tests shall be submitted as specified herein within five
days of laboratory testing. Test reports shall, as a minimum, include:
03310
Page 23 of 24
11/21/05
Title: CAST-iN-PLACE STRUCTURAL CONCRETE
Master Author: J. Gibbons Master Date:
Project Author: T. Altice/Jacobs Engr. Project Date: 10/26/05
Project No. 09EK03
Section No. 03310
Master Rev: ORIG.
Project Rev: 0
a. Project data including project name and address, concrete supplier, supplier's
delivery ticket number and mix identification number. Testing Agency's test or
cylinder identification number and location of pour.
b. Results of field testing at time of sampling including date and time of sampling,
amount of water added at site prior to sampling, ambient air temperature, concrete
temperature, concrete slump, air content and concrete wet unit weight. Include time
concrete was batched and time when placement was finished. Include specification
limits for concrete temperature, slump, air content and indicate whether the sample
conforms to these limits.
c. Results of laboratory testing including date test specimens were transported to
laboratory, date and age of concrete at time of testing, compressive strength of each
cylinder tested, average compressive strength of tested cylinders, and specified
design strength of concrete represented by the test.
B. The Testing Agency shall inspect concrete reinforcing steel as follows:
1. Where welding of reinforcing steel is permitted, the Testing Agent shali be present to
observe welding procedures for compliance with applicable standards and shall perform
testing as specified in Section 05120.
END OF SECTION
03310
Page 24 of 24
11/21/05
.'
,
/
Title: COMPRESSED AIR PIPING NOT EXCEEDING 150 PSIG (GEN PLANT)
Revision Author: S.Pieknik Project No. Revision Date: 11114/05
Section No:
Revision:
15050AO I B
PART 1
1.01
1_02
A.
B.
C.
D.
E.
GENERAL
This project specification had been changed to have only threaded fittings for 2 inch. And smaller.
Otherwise this project specification has not been changed from Coors Brewing Company (CBC)
Master specification 1s050A01 B. Rev. NEW Dated 10101/02 by A. Waite.
STATEMENT OF WORK
This section covers stainless steel piping for plant compressed air service at design pressures of 150
pslg. Design temperature for ali piping downstream of compressor aftercoolers is 2500F maximum.
REFERENCES
ASME B31.3 Process Piping
ASME B16.5 Pipe Flanges and Flange Fittings
ANSI B16.11 Forged Steel Fittings, Socket-Welding and Threaded
ANSI B36.19M Stainless Steel Pipe
ASTM A312, Seamless and Welded Stainless Steel Pipes
ASTM A 182, Stainiess steel Forged or rolled flanges and fittings
ASTM A403, Stainless steel Wrought Fittings
ASTM A269, Seamless and Weided Austenitic Stainless Steel Tubing for General Service
Current approved local jurisdiction's code
Uniform Mechanical Code (UMC) - Golden
CBC Standard Drawings 1068784, 1068785
CBC Foamglas Piping Insulation Specification 15255B
--.-"" r:l""'!\~f)
_ J . ~~-l
F. CBC Valve Specifications 15080
-./ ') ". er05
1\', '/ 4 ol. lJ
G. CBC Pipe Painting and Labeling Specification 09940
CBC Welding Requirements Specification 05060
. ... - - . - ...-., ~ -]
.., "', .', '
, ". ,- ,
J ',' ~ ' ;, 1 ': ' j.
J~ t1J. ~ ,",'_i '-' ~ ~'-J'...
1.03 SUBMITTALS
H.
PART 2
2.01
A.
Contractor shali submit to the CBC Engineering representative any materials or procedures that
deviate from the specification for CBC approval 2 weeks prior to proceeding with work. Contractor
shali receive a signed document approving either the procedure or material from the CBC
Engineering representative prior to the work.
PROCUREMENT
STAINLESS STEEL PIPE
1. 2" and smalier pipe size shali be sch. 80S for threaded connection, plain end, ASTM A312-
TP304L and ANSI B36.19
2. 2-1/2" and larger pipe size shali be sch 40S, welded, plain end, ASTM A312-304L and ANSI
B36.19
2.02 TUBING
15050A01 B.doc
Page 1 of 4
11/15/2005
Title: COMPRESSED AIR PIPING NOT EXCEEDING ISO PSIG (GEN PLANT)
Revision Author: S.Pieknik Project No. Revision Date: 11/14/05
Section No:
Revision:
15050AO 1 B
I reduced size
2.09 HOSE
A. Hose shall be rated for 200 psi or more for given size: Gates 1 9B Plant Master hose, 1 B Econo
Master general purpose hose or CBC engineer approved equal.
B. Hose fittings shall be Aeroquip "socketless" reusable type, 304 SS, or eBC engineer approved equal,
compatible with type of hose used.
2.10 QUICK DISCONNECTS
Hansen series 3000, 304 SS, socket with male end connection, plug with hose clamp connection, or
CBe engineer approved equal.
2.11 VALVES
A lockout valve, with a downstream bleed is required upstream of all pneumatic equipment where
compressed gas Is used as a power source.
A. Piping
Sizes
2" & smaller
2" & smaller
T e
Oescri tion
C1.150, threaded, T
el. 150, threaded, T
Ball
Check, Swin
B. Tubing
Sizes Tvpe Description cac Valve SDec. No_
1/2" and smaller Ball 2,500 Ib, ss, compression 150BOB03(BM)
1/2" and smaller Pluq 3,000 Ib, ss, compression 150BOH05(PL6l
1/2" and smaller Check 2,000 Ib, ss, com Dress ion 15080D21 (CK22)
PART 3 INSTALLATION
3.01 EXECUTION
A. Piping shall be installed in accordance with ASME B31.3 requirements and local codes.
1. Piping shall be properly supported and isolated from vibration.
2. Piping shall be installed with no debris in the system. Prior to startup, piping shall be "blown
down" by either compressed air or nitrogen to clear all debris or construction contaminants from
the lines.
3. Pipe, fittings and accessories shall be protected from physical damage by installing appropriate
guards.
B. Flanges shall be torqued in accordance with gasket manufacturer's procedures. Flanges shall be
installed with two adjacent bolt holes straddling the vertical centerline (two-hole mounting). If this
position results in interference with another component, the CBe engineering representative shall
approve an alternate mounting position.
15050A01 B.doc
Page 3 of 4
11/15/2005
HISTORY
COGNIZANT ELECTRONIC
STATUS AUTHOR ENGINEER APPROVALS DATE RELEASE DATE
NEW A. Waite
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTALLATION
B 5 Lake Compressor Bldg.
Jacobs Enaineerina Date: 11/15/05
Section No:
16050
Revision:
NEW
PART 1
GENERAL
1.01.
WORK INCLUDED
Work covered by this Specification shall consist of furnishing all labor, equipment, supplies, and
materials unless otherwise specified, and in performing all operations by these specifications and
as shown on the drawings, subject to the terms and conditions of the contract. The work shall
also include the completion of such details of work not mentioned nor shown, but which are
necessary for the successful operation of all electrical and control systems described on the
drawings or required by these specifications.
A.
Submittal of a bid or acceptance of an order signifies the work and equipment will comply with
these specifications uniess exceptions are noted and approved by the designated Coors electrical
engineer in writing.
B.
Blanket exceptions will not be approved. All exceptions must be identified as to the specific
paragraph by the paragraph number.
1.02.
WORK NOT INCLUDED
A.
Certain labor, materials, and equipment may be furnished under other sections of these
specifications, by Coors, or by others; when such is the case, the extent, source and description
of these items will be indicated on the drawings or described in the specifications. Unless
otherwise noted, all labor, materials and equipment for the complete installation of the electrical
and control systems shall be provided under this specification.
1.03
RELATED WORK
A.
Certain electrical work may be required in support of the work called for in these Specifications
and drawings. Such support work includes the installation of temporary power for construction,
and the like. All such support work which is for the benefit of the CONTRACTOR and not a part
of the permanent facility as called for by the Specifications and drawings shall be included and
allowed for in the Contractor's base bid.
1.04.
REFERENCES
A.
Installation, equipment, design, materials, manufacture, examination, testing, stamping,
certification and documentation shall conform to the applicable portion of the following adopted or
tentative specifications, standards, codes and addenda as applicable. The specifications,
standards, codes and addenda effective date shall be that of execution of the contract.
1.
National Electrical Code (NEC)
2.
National Electrical Manufacturer's Association Code (NEMA)
3.
Institute of Electrical and Electronics Engineers (IEEE)
:~~~~ ~~~ r.::,~~
..~,~_, i.J.L:.'j ~._'~"~-l
4. American National Standards Institute (ANSI)
5.
Instrument Society of America (ISA)
h.,V 2 1 2005
6.
Occupational Safety and Health Administration (OSHA)
r:--; ',:;?,~~_---',~~r~.....~ ....,;0..,
\~:';"I'; ",'J l" ._~- ~~ J ~~./~ j
Page 1 ofll
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTALLATION
B 5 Leke Compressor Bldg.
Jacobs Ennineerinn Date: 11/15/05
Section No:
16050
Revision:
NEW
7.
Joint Industry Council (JIC)
8.
Insulated Power Cable Engineers Association (IPCEA)
1.05
SITE CONDITIONS
A.
The CONTRACTOR shall familiarize himself with local conditions; codes and requirements that
may affect the manner of work called for in these Specifications and drawings. The requirements
or effects of such local items shall be allowed for in the CONTRACTOR'S base bid.
B.
The facility is at a location where the mean altitude is 5,600 ft.
1.06
COORDINATION
A.
The contractor shall coordinate the work under this Specification Section with that of the other
sections and with all trades, such that damage to completed work avoided and non-compliance
with local codes and requirements is prevented.
B.
All outages of electrical service shall be coordinated with the OWNER. The CONTRACTOR shall
include an overtime allowance in the bid for the performance of all work requiring outages at such
time as is approved by the OWNER. The CONTRACTOR shall schedule any such outage with
the OWNER five (5) days in advance.
C.
The CONTRACTOR shall be responsibie for obtaining all required inspections and certificates
which are associated with the work under this Specification Section. He shall coordinate his work
with the authorities having Inspection jurisdiction such that all inspections are performed prior to
any closure or backfill that may imped~ the inspection process.
1.07
DRAWINGS
A.
The CONTRACTOR shall maintain a contract set of electrical drawings at the site, with all
changes or deviations from the original drawings neatly marked thereon in contrasting color. This
shall be a separate set of drawings, not used for construction purposes, which shall be kept up-to-
date as the job progresses and shall be made available for Inspection by the OWN ER at all times.
Upon completion of the contract, this set of "as-builts" shall be delivered to the OWNER.
B.
The CONTRACTOR shall maintain a record set of all shop drawings, layouts, manufacturer's
data, wiring diagrams, and material schedules, and shail be available for review, as requested by
the OWNER.
1.08
SUBMITTALS
A.
The CONTRACTOR shall submit within fifteen (15) days of contract award, a complete list of all
items of equipment that he will furnish under this contract. This shall be a typewritten list of all
items of equipment and materials, regardless of the method by which the item has been indicated
as acceptable for use under this contract. The material list shall include the name or description
of the item, name of manufacturer, model type, and cataiog number.
B.
Shop drawings and manufacturer's published data shall be submitted for all panelboards, primary
cable, and transformers, motor control equipment and all control devices that are furnished under
this contract.
Page 2 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTAllATION
B 5 lake Com pressor Bldg.
Jacobs Enoineerino Date: 11/15/05
Section No:
16050
Revision:
NEW
C
The CONTRACTOR is responsible for obtaining and paying for ail required inspections, and he
shail submit certificates of inspection to the Owner.
1.09
MATERIAL RECEIPT AND STORAGE
A.
The CONTRACTOR Is responsible for the accurate receipt and safe storage of ail electrical
materials to be instailed under this Specification Section and Drawings, whether furnished by
him or by other contractors or by Owner. Materials are to be delivered to individual work sites at
such stages of work as wiil expedite the work as a who ie, while insuring that the work area is
ready for the materials, such that damage to the materials is prevented.
B.
The CONTRACTOR shail maintain accurate records of all received items and inspect items for
damage when received. Thereafter, the CONTRACTOR shall assume responsibility for the
safekeeping of ail items until final acceptance of the work by the OWNER. Any materials that
become lost, damaged, or otherwise become unsuitable for installation or use while in the care of
the CONTRACTOR shail be replaced by him without any expense or obligation to the OWNER.
PART 2
EQUIPMENT
2.01
GENERAL
A.
Approved Manufacturers
1.
Ail manufacturers of electrical, control and instrumentation shail conform to Equipment
Manufacturers Specification #17030.
2.
Ail proposed manufacturers for specific applications not included in specification #17030 shail be
submitted for written approval by Owner for that application and only that application within fifteen
(15) days of contract award.
3.
Manufacturer's data sheets shall be provided for ail electrical, control and instrumentation being
submitted for approval for that application and only that application.
B.
Ali equipment and materials that are furnished under this contract shail be new and in like
condition when accepted by the owner. All major equipment components shail have the
rnanufacturer's name, address, model number and serial number, where applicable, permanently
attached in a conspicuous location.
C.
Ail CONTRACTOR furnished electrical materials shail be suitable to the instailation as called for
by the National Electric Code and local requirements. Ail electrical materials shall bear the stamp
of a major independent testing laboratory or be acceptable for installation by those authorities
having power of inspection of the instailation.
2.02
MAJOR EQUIPMENT ITEMS
A.
Raceway Systems
1.
Conduit Systems
a.
Rigid Conduit -- Shail be hot-dipped galvanized steel with zinc coating or corrosion resistant
lacquer on the inside, complying with Underwriter's Laboratory Standard UL6 and America
National Standards Institute C80-fittings shail be threaded. The minimum size %".
Page 3 of 11
Title:
CBC Project:
Author:
b.
c.
d.
B.
C.
GENERAL ELECTRICAL INSTAllATION
B 5 Lake Compressor Bldg.
Jacobs Enqineerinq Date: 11/15/05
Section No:
16050
Revision:
NEW
Piastic Coated Conduit -- Shall be rigid steel conduit having a 0.030 inch minimum thickness,
factory bonded PVC jacket, with prejacketed (PVC) couplings.
Rigid Aluminum Conduit -- Where specified, including couplings, elbows, and nipples, shall meet
the requirements of ANSI C80,5, Federal Specification WW-C-540, UL, and the NEC.
Flexible Conduit -- Shall be galvanized steel with steel fittings as specified, 1/2" minimum trade
size.
e.
All conduits in production washdown areas shall be stainless steel and shall be self draining
without any traps.
2.
Wireways -- Where indicated on the drawings, shall be of the hinged gasketted type, of sizes
indicated, complete with elbows, tees, connectors, adapters, etc., with all parts factory fabricated
and of the same manufacturer. Wireways shall not be used in production wash down areas.
3.
Cable Tray -- Shall be of the "open ladder" type and shall be manufactured to comply with the
NEC.
Junction Boxes, Pull Boxes, and Cabinets
1.
Junction and Pull Boxes -- Construct junction or pull boxes not over 150 cubic inches in size as
standard outlet boxes, and those over 150 cubic inches in size the same as "cabinets" with screw
covers of the same gauge metal as the rest of the unit. Removable covers must be accessible at
all times. These devices shall be of stainless steel construction in production wash down areas.
Cabinets-- All cabinets shall meet National Electrical Code requirements, be of standard make, of
sheet steel with corrosion resistant finish, and with ample space for all wires, connections, and
equipment. Provide each cabinet with a door and flush catch and lock. All locks shall be keyed
alike. Furnish two- (2) keys/panel to the OWNER. All cabinets shall be of stainless steel
construction in production washdown areas.
2.
Wire and Cable
1.
Wire Classification
a.
600 Volt and Below -- Wire for 600V and lower voltage circuits will be single conductor, stranded,
copper, type THHNfTHWN.
b.
2,400 and 4,160 Volt Motor Circuits -- Cables for these circuits will be single conductors, 5 KV,
non-shielded with polyethyiene insulation in accordance with tables 15 and 20 of NEMA-IPCEA
Handbooks WE-3.1 and 5.1 or cross-linked polyethylene.
c.
Multiconductor Control Cable -- Multiconductor control cable will be station control cable, NEMA-
IPCEA Type B, Table 95,600 V, stranded Copper, polyethylene insulated, with PVC or
polyethylene jacket.
1. All multiconductor control cable shall be #18 or larger.
d. Thermocouple Extension Wire -- Thermocouple extension wire shall be selected to match the
characteristics of the thermocouple as follows: lron-Constantan for Iron Constantan
thermocouples, Iron-Alloy 125 for Chromel-Alumel thermocouples, Copper-Constantan for
Page 4 of 11
Title:
CBC Project:
Author:
e.
f.
D.
1.
PART 3
3.01
A.
B.
C.
3.02
A.
1.
2.
3.
4.
GENERAL ELECTRICAL INSTAllATION
B 5 Lake Compressor Bldg.
Jacobs Enaineerina Date: 11/15/05
Section No:
16050
Revision:
NEW
Copper-Constantan thermocouples, and Copper-Alloy 11 for Platinum Rhodium-Platinum
thermocouples.
Instrument Signal Wire -- Instrument signal wire for 4-20 ma or 1-5 Volt DC analog signals shall
be a twisted pair with overall braided shield and polyethylene or PVC insulation.
All single conductor field wiring shall be #16 or larger.
Supports and Hangars
Supports, hangars, and brackets shall be comprised of commercially available strut-type systems
and all components of an individual support shall be of the same manufacture.
EXECUTION
GENERAL
The CONTRACTOR, as well as his employees and subcontractors selected to perform the work
as described herein, shall be well-versed and skilled in the trades involved. The CONTRACTOR
shall be wholly responsible for the completion of the electrical and controls installation as shown
on the drawings and specified herein, including such details as are necessary to complete the
installation.
Any changes or deviations from the drawings and specifications shall be accepted and confirmed
in writing by the OWNER before the change, if accepted, is made. All errors In installation shall
be corrected at the expense of the CONTRACTOR.
All items shall be installed as detailed on the drawings. Where details or specific installation
specifications are not called out, accepted manufacturer's recommendations and the provisions of
the National Electrical Code shall be followed.
INSTAllATION
Wiring Practices
General -- All terminating fittings, connectors, etc. shall be of the type suitable for the size and
type of the specific cable or wire. All fittings shall be made up tight and in strict conformance with
manufacturer's recommendations using special washers, nuts, etc, as required.
Connectors and Lugs -- Splices and connections shall be made as follows: Connect No. 4 and
larger wire to panels and apparatus with properly sized, soiderless or compression lugs or
connectors. Connect No. 6 and smaller wire by twisting tight and applying insulated pressure
connectors. "Wire nut" type connectors shall not be used.
Insulation -- Flashover or insulation value of joints shall equai that of the conductor. Connectors
shall be rated for 600 volts minimum.
The installation of each conductor shali be such that it is point-to-point continuous without any
splices. A conductor shall originate at a terminal and its destination shall be a terminal except for
the following:
Page 5 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTAllATION
B 5 Lake Compressor Bldg.
Jacobs Enqineerinq Date: 11/15/05
Section No:
16050
Revision:
NEW
a. A crimp parallel splice shall be used to terminate the conductor at devices, which are supplied
with pigtail leads such as solenoid coils and proximity sensors. (Except motors, which are
covered under item 3.02.A.3.)
b. Shielded multi-conductor cables shall be used for proximity sensor conductors. If the leads
supplied with the proximity sensor are sufficient in length to reach the closest terminal box, the
first termination shall occur there; otherwise, the termination shall occur in the closest condulet in
the following manner:
1. Crimp parallel splices are used to terminate both the center conductors and the shield.
2. The shield and splices are wrapped with Scotch 33 tape to prevent them from coming in
contact with a ground or live circuit.
3. If there is an unused lead, it is wrapped with Scotch 33 tape to prevent it from coming in
contact with a ground.
c. The conductor termination at a motor (600V and below) shall be in the following manner:
1. Both the motor leads and the conductor are fitted with appropriately sized crimp ring
tongue solderless terminals.
2. An appropriately sized brass screw and nut is used to connect the two ring tongue
terminals together.
3. The ring tongue terminals, screw and nut are wrapped with splicing compound (Scotch 70
or equivalent), multi-layers as required.
4. The splicing compound is wrapped with Scotch 33 electrical tape.
d. All conductors of voltage level above 120 volts shall be in separate enclosures, trays, and
conduits. Adequate enclosure, tray and conduit spacing shall be provided to insure a noise free
installation.
1. Enclosures containing motor controllers and motor starters that require voltage levels
above 120 volts, 120 volts and below 120 voits as an integral part of the controller or starter shall
be permitted to contain conductors of voltage levels of greater than 120 volts, and 120 volts or
less. Conductors of voltage levels of 120 volts or less of control elements that do not require a
combination of voltage levels of above 120 volts, and 120 volts or less shall be in separate
enclosures from enclosures containing conductors of voltage levels above 120 volts.
e.
Conductors that do not enter a panduit within six inches from a terminal shall be tied or laced
together in neat bundles up to the point where the bundle enters a panduit or a conduit.
f.
No conductors shall be stretched tight or even snug. There should be at least a small loop at
each and every termination.
g.
Crimp spade tongue solderless connectors are not to be used on conductors that are terminated
at a terminal which has a pressure plate incorporated in the terminal.
h.
Ideal "Yellow 77" may be used for wire pulling lubrication of 600 volt insulated wire and cable pulls.
B.
Grounding
Page 6 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTAllATION
B 5 lake Compressor Bldg.
Jacobs Engineerina Date: 11/15/05
Section No:
16050
Revision:
NEW
1. The CONTRACTOR shall maintain the grounding philosophy and integrity, which is presented in
the design. Instrumentation and controls shall use "single point grounding". "Single point
grounding" is the isolation of all electrical grounding conductors and grounding busses from the
building ground except at one single point. Electrical equipment shall be isolated from the
mechanical ground of the equipment by employing the use of an isolated ground bus for the
instrumentation and electrical controls.
a. When transformers are used to develop control power the transformer shall be connected as
follows:
c.
1. The grounded secondary conductor is connected to the isolated ground bus.
2. The primary shield (if any) is connected to the chassis.
3. The core is connected to the chassis.
4. The secondary shield (if any) is connected to the isolated ground bus.
b.
The common terminal of all D.C. power supplies shall be connected to the isolated ground bus.
c.
Sub-assemblies that have line neutral or D.C. common internally connected to their chassis shall
be mounted such that their chassis is isolated from the machine ground, by using nylon or other
similar insulating material backing plate and insulating screws.
d.
Connections to the isolated ground bus shall be with conductors the same size or larger than the
source current carrying conductors.
e.
All shields of shielded cables shall be connected only to the isolated ground bus.
f.
The isolated ground bus of all purchased equipment shall be electrically isolated from the fully
wired equipment in its' ready to install state.
g.
Equipment that does not require use of an isolated ground bus as defined above shall be
grounded in the normal manner as defined by NEC.
Conductor Identification
1.
Each conductor shall have the schematic wire number attached such that the number is right side
up and readable from left to right when the conductor is securely fastened to a terminal. The
marker shall be clearly visible and readable at the point of termination. (Recommended wire
marker is T&B PIN WTW 1112.)
2.
Conductors shall be identified at each termination by marking with a number to correspond with
the elementary diagram. The full five digits preceding the dash and the dash shall be included
with the sequential numbers alter the dash for all wire numbers. if all five digits prior to the dash
are not shown, page one of the elementary inciudes a note indicating the appropriate additional
digits.
3.
Identification tags shall be made of oil resistant material. If wrap-type adhesive strips are used,
they shall be a minimum of 1-3/8 inches long. Sleeve-type tags shall be undersized so that they
will not slip off the conductor if the conductor is removed from its termination point.
Page 7 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTALLATION
B 5 Lake Compressor Bldg.
Jacobs Enaineerina Date: 11/15/05
Section No:
16050
Revision:
NEW
4. Color Coding -- conductors shali be color coded as follows:
a. Black -- line, and load circuits at line voltage, AC.
1. Phase identification of power feeds to motor control centers and to transformers shall be
NEMA standard. Conductors of large sizes that are not manufactured with integrai colors shall
use Scotch No. 35 color-coding tape on each conductor entering every box, trough, cabinet, and
wireway and at intervals not to exceed five feet in wireways, trench duct, and other iocations
where the conductors must meet NEC requirements for marking size.
a. Phase A shall be black.
b. Phase B shall be red.
c. Phase C shall be blue.
b. Red -- AC control circuits.
c. Blue -- DC control and power circuits.
d. Yellow -- interlock control circuits wired from an external power source.
e. Green (without a yellow tracer) -- equipment grounding conductors.
f. Green (with a yellow tracer) -- isolated ground bus conductors.
g. White -- neutral circuit conductor.
h. White (with a blue tracer) -- DC common.
i. Exceptions:
a. Internal wiring on individual devices purchased completely wired.
b. Where multi-conductor cables is used.
D.
Raceway Practices
1.
Conduit -- All conduit used for equipment installation shall be rigid metal or liquid tight flexible
conduit.
a. All rigid conduits in production washdown areas, shall be stainless steel or PVC coated RGS and shall be
selt-draining with without any water taps.
b. All rigid conduits in Filler rooms areas shall be stainless steel and shall be self-draining without any water
traps
1. Coors standard method of achieving this is to utilize stainless steel seamless pipe. The stainless
steel seamless pipe is to be bent and shaped into a particular form for the needed run of conduit.
Elbows and fittings are not to be utilized unless absolutely necessary. On "T" connections and
tight bends, stainless steel junction boxes are to be used. Where fittings must be used rigid
galvanized steel is acceptable.
Page 8 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTAllATION
B 5 lake Compressor Bldg.
Jacobs Enaineerina Date: 11/15105
Section No:
16050
Revision:
NEW
c. Conduits are to be oversized using a 25% fili rate to allow for future installations.
d. All conduit installations shali be square, level and true. Conduit mating with an enclosure shall
join with the enclosure perpendicular to the surface of the enclosure.
e. For high voltage circuits as established by the NEC, all conduits and trays shall have voltage level
identification at periodic intervals. Cable voltage level identification shall also be provided.
f. All conduits shall be supported in a manner such that the conductors will not be stressed.
g. Conduit and other electrical apparatus shall be secured to the equipment by the use of cap
screws/tapped holes, screws/nuts with lock washers. All conduits shall be supported in a
minimum of two places for every ten feet of conduit by the use of commercially available conduit
straps and hangers.
h. All conduit and related fittings shall be securely tightened to prevent loosening during operation.
The use of three-piece couplings (Ericksons, Unions) shall be minimized.
i. Conduit and associated equipment shall be installed so as not to block, cover or hamper removal
of guards, inspection plates or cover plates.
j. Flex Conduit
1. All motors and field devices except local pushbutton stations, terminal boxes, operator
consolettes, control panels and power panels shall use flexible conduit with a service loop that
allows the device to be removed from its' mounting and tested without breaking the conductor
termination.
2. Flex conduit shall be installed such that it is not stretched tight.
3. Flex conduit Installations shall not exceed 36" in length.
4. Flex conduit shall not be a part of the equipment grounding path.
2. Wireway Practices
a. Wireways shall be of the "lay-in" type with gasketed hinged covers and shall be manufactured
and installed according to the provisions of the NEC.
b. Wireways shall be installed as a complete system.
c. Wireways shall be adequately supported to prevent sagging or buckling when filled to maximum
capacity as allowed by the NEC. Ail wireways shall be installed true and level.
d. Wireways shall not use piping or HVAC ducting for support, but shall be firmly affixed to adjacent
structure and walls using support components of same manufacture as the wireway itself.
3.03 MECHANICAL INSTAllATION OF ELECTRICAL EQUIPMENT
A. Motors shall be installed such that the termination box is readily accessible.
B. All enclosures and boxes shall be mounted square and level with at least one surface horizontal
and fastened securely to the support frame, wall or floor.
Page 9 of 11
Title:
CBC Project:
Author:
GENERAL ELECTRICAL INSTAllATION
B 5 Lake Compressor Bldg.
Jacobs Enoineerino Date: 11/15/05
Section No:
16050
Revision:
NEW
C.
All enclosures, including those mounted on machine frames containing controls other than
terminals, shall be mounted such that they are accessible from the floor, mezzanine or catwalk
without the use of stools or ladders.
D.
Junction boxes and terminal boxes shall be mounted such that they are accessible to
Maintenance personnel.
E.
Device Identification - All control and power devices shall be plainly and permanently identified,
using the same identification as shown on the elementary diagram. Identification shall be by using
a plastic laminate label (painted or epoxy-finished plates are not acceptable). The plastic laminate
shall be white faced with black engraved lettering.
1.
Field component identification shall be mounted adjacent to, not on, the device. The full five digits
preceding the dash and the dash shall be included with the device abbreviation and the sequential
numbers after the dash for all field element identification. If all five digits prior to the dash are not
shown, page one of the elementary includes a note indicating the appropriate additional digits.
2.
Control station components shall be Identified by function.
3.
Control panel, operator panel and pushbutton station identification shall be mounted on the face of
the control panel, operator panel or pushbutton station. The full five digits preceding the dash and
the dash shall be included with the device abbreviation and the sequential numbers after the dash
for all control panel operator panel or pushbutton station identification. If all five digits prior to
the dash are not shown, page one of the elementary includes a note indicating the appropriate
additional digits.
4.
Exception: Where the size or location of the devices makes individual identification impractical,
such as on electronic assemblies, group identification shall be used.
F.
Heavy switching equipment Is to be mechanically isolated from more sensitive equipment by
suitable means to avoid vibration troubles.
3.04 CHASES, OPENINGS & PATCHING
A. The CONTRACTOR shall carefully layout all work in advance so as to minimize cutting,
channeling, chasing or drilling of floors, walls, partitions, ceilings, etc. that have been previously
finished by the trades involved. Any damage to the building, structure, piping, ducts, equipment or
any defaced finish, tile, plaster, woodwork or metal work shall be repaired by skilled mechanics of
the trades involved at the CONTRACTOR's expense and to the satisfaction of the OWNER.
Perform all cutting, channeling, drilling, etc., as required for the proper support, concealment,
installation, or anchorage of raceways, outlets, or other electrical equipment in a careful manner.
B. All cutting, channeling, chasing, drilling, anchoring to, or welding of structurai members shall be
performed in a manner having the OWNER's prior approval.
C. All penetrations not existing, but required through the concrete structure for electricai work, shall
be core drilled of size required for passage of electrical materials. Precautions shall be taken
when drilling to prevent damage to structural concrete and the CONTRACTOR shall obtain the
OWNER's permission, prior to any such drilling.
3.05 ELECTRICAL COMPLETION
Page 10 of 11
Title:
CBC Project:
Author:
A.
B.
C.
D.
E.
3.
F.
G.
GENERAL ELECTRICAL INSTALLATION
B 5 Lake Compressor Bldg.
Jacobs Ennlneerinn Date: 11/15/05
Section No:
16050
Revision:
NEW
After final service connections are made, check and correct, if necessary, the rotation of all
motors.
Restore all finishes. No temporary type of markings, which are visible on equipment, shall be
permanent. Repaint trims, housings, etc. where such markings cannot be readily removed.
Touch up of galvanized conduit, PVC coated Conduit, control panels, power panels, etc.
Directory cards, nameplates and labels shall Indicate the general area and type of electrical load
served by each circuit.
Provide labels of the type and at locations as follows:
1.
On each feeder switch or circuit breaker in main service equipment, or sub-distribution, all sub-
distribution panelboards, and all equipment housed in panels or cabinets, labels to be 1/4 inch
minimum height letters engraved in metal or lamicold nameplates.
2.
On each separately mounted disconnect and starter for a motor or fixed appliance, indicate motor
or appliance designation, voltage and phase with 3/16 inch minimum height letters engraved in
metal or lamicoid nameplates.
On branch circuit panelboards, label with panel designation, voltage and phase using 3/16 inch
minimum height letters engraved in metal or lamicoid nameplates which are to be applied to the
inside of each door.
4.
For all exposed conduits containing conductors rated above 600 volts, provide 1/2-inch minimum
height pressure sensitive labels equal to Brady self-sticking vinyl cloth that shall identify the circuit
and voitage. Labels shall be located every 15 feet of exposed conduit, or at least once in every
section that is less than 15 feet.
5.
Provide caution signs reading "Danger High Voltage" transformers, having 2-inch minimum height
letters and affix same to all switchgear, unit substations, pull, junction or connection boxes, and
similar equipment associated with systems rated 600 volts and higher. Provide a warning sign at
all rooms, enclosures and vaults, which house equipment rated above 600 volts, in accordance
with the National Electrical Code.
6.
For high-voltage fused cutouts of the non-load-Interrupting type, provide a sign, which reads: "Do
Not Operate Under Load" in 1-inch height white letters engraved in a red plastic background.
Testing shall comply with specification 16051 and 17051.
Cleanup
1.
Remove all materials, scrap etc. relative to the electrical installations, and leave the premises and
all equipment in a clean and orderly fashion with all covers In place and fastened.
END OF SECTION
Page 11 of 11
Title:
CBC Project:
Author:
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs En~ineerin~ Date:
Section No:
16110
11/15/05
Revision:
NEW
1.0 SCOPE
1.1 Contractor Furnished: The Contractor shall furnish and install all raceways, fittings, and supports
required and/or implied by the drawings unless specifically noted as being furnished by others.
1.2 It is the intent of this document to stipulate that new installations in existing buildings shall match
existing installations as closely as possible, without violating any new Code requirements. And that
any deviations from this policy, or from any other provisions of this document, must be justifiable and
approved by the Coors Designated Representative (COR).
1.3 For work to be done in new buildings, the guidelines for determining the appropriate selections for
electrical raceways will be determined by considerations of usage and environmental conditions. For
each set of conditions there is a need for some kind of rigid tubing (with appropriate fittings), for the
majority of the length of each run, plus some kind of flexible tubing, (with it's appropriate fittings). The
fiexible tubing will be used to make up the finai connections (usually less than 3 feet long) to
equipment, which is prone to vibrations (motors, transformers, fluorescent lights, etc) or where flexing
of the raceway Is necessary. These selections, which should cover most situations, have been shown
with references to the associated descriptive paragraphs of this document and are as follows:
1.3.1
With no specific job information to the contrary, the preferred raceway system will be Rigid Galvanized
Steei (RGS) conduit, %" minimum diameter (2.1.1). Final connections to motors, light fixtures, etc.
are to be made with liquid tight flexible metal conduit (2.1.7). Fittings for all of the above shall be zinc
electroplated malleable iron, as detailed in sections (2.2.1 and 2.2.7) of this document.
,'.
1.3.2 in wet areas subject to high temperature sterilization, such as the packaging filler rooms, raceways
are to be stainless steel pipe (2.1.2) with either; Polyvinyl Chloride (PVC) coated RGS type fittings
(2.2.3), or stainless steel boxes used as fittings (2.2.2) (with the approval of the COR). In these areas,
the final connections to motor loads, etc. shall be made with (steei core) liquid tight flexible metallic
conduit (2.1.7), with PVC coated RGS type fittings (2.2.7.2)
1.3.3 In wet areas not subject to high temperature sterilization, such as the can packaging areas, raceways
shall be PVC coated RGS conduit (2.1.3) and fittings (2.2.3), with the final connections to motor loads,
etc. made with (steel core) liquid tight flexible metallic conduit (2.1.7), and PVC coated RGS type
fittings (2.2.7.2)
1.3.4 In areas not subject to physical damage, but where atmospheres contain moisture levels or
chemicals, which are corrosive to RGS conduits but not to aluminum, or in cases where raceway
weight is a major consideration, such as in the Coors Container Complex, or Rocky Mountain Bottle
Co., then it will be permissible to use aluminum conduit (2.1.4) and fittings (2.2.4). In these cases, the
final connections to motor loads, etc. shall be made with (aluminum core) liquid tight flexible metallic
conduit (2.1.8), using aluminum fittings (2.2.8)
1.3.5 In other areas, similar to that just described, not subject to physical damage, but where moisture or
other contaminants are a problem, (such as within some cellars). Or for some underground
applications, (which mayor may not be encased in concrete), then it will be permissible to use
schedule 80 PVC conduit (2.1.5) and solvent welded fittings (2.2.5). Final connections to motor loads,
etc. shall be made with liquid tight flexible nonmetallic conduit (2.1.9), with PVC fittings (2.2.9)
1.3.6 In areas not subject to physical damage, nor to moisture, it will be permissible to use Electrical
Metallic Tubing (EMT) conduit (2.1.6), not less than %" diameter (no exceptions), with steel
compression fittings (2.2.6). Final connections to motor loads, etc. shall be made With, (steel'q>re)
liquid tight flexible metal conduit (2.1.7) and zinc electroplated malleable Irsn\fi~ti::g:J2i' 7.J t 1
.",J"-'/'--""
Page 1 of 7 NOli 2. 1 LC05
r .~
",i''f.;\:'~'
r. .'-- .- ~~ ~'. ~ -l
.n..,
Title:
CBC Project:
Author:
2.0
2.1
2.1.1
2.1.1.1
2.1.1.2
2.1.1.3
2.1.1.4
2.1.1.5
2.1.1.6
2.1.2
2.1.2.1
2.1.2.2
2.1.3
2.1.3.1
2.1.3.2
2.1.4
2.1.4.1
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs Enalneerina Date:
Section No:
16110
11/15/05
Revision:
NEW
PRODUCTS
CONDUIT
Rigid Galvanized Steel Conduit
Conduit shall be of mild steel, galvanized inside and outside, and shall conform in all respects to the
American National Standards Institute (ANSI) Rigid Steel Conduit Specification No. C80.1,
Underwriters' Laboratories, and the National Electrical Code Article 346.
The galvanized coating of zinc shall be of uniform thickness applied by the hot-dipped process not
only to the inside and outside surfaces of the conduit but also to the threads of the conduit and
couplings. It shall be further dipped in a zinc chromic acid bath, so as to form a corrosion resistant
protective coating of zinc chromate over the hot-dipped galvanized surface.
Each piece of conduit shall be straight, free from blisters and other defects, cut square and taper
reamed, in ten foot lengths, threaded on each end, and furnished with a coupling.
The coupling shall be applied to one end of each length of conduit and a color-coded plastic thread.
protector to the other end. The interior threaded surface of each coupling shall be galvanized, to
ensure 100 percent galvanic protection on all surfaces. .
The hot-dipped galvanized zinc chromate coating on the inside and outside surfaces shall be
sufficiently elastic to prevent cracking or flaking when a sample of finished conduit is bent 90 degrees
(at a minimum temperature of 60 degrees F). The bend shall have a radius not less than that
indicated in NEC article 346-10.
Threads shall taper 3,4" per foot.
Stainless Steel
Pipe shall be schedule 40, type 304, ASTM 312, stainless steel and shall conform to ANSi Standard
C80.1, UL 6, and NEC Article 346.
Each length shall be straight, free from defects, cut square and taper reamed.
PVC coated RGS conduit
Conduit shall comply in all respects with the requirements of section 2.1.1 but in addition shall have a
PVC coating on the exterior, 40 mils thick, and a 2 mil urethane coating on the interior. Conduit shall
be UL listed with the coating as the primary corrosion protection.
PVC coating shall adhere to the conduit, without damage, throughout all cutting, forming, assembling,
and handling operations necessary during preparation and installation phases of the job.
Rigid Aluminum Conduit
Conduit shall be of 6063 aluminum alloy with T-1 temper, and shall conform in all respects to ANSI
C80.5, UL-6, Federal Specification WW-C-540c, and NEC Article 346.
Page 2 of 7
Title:
CBC Project:
Author:
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs Enoineerino Date:
Section No:
16110
11/15/05
Revision:
NEW
2.1.4.2
2.1.4.3
2.1.5
2.1.5.1
2.1.5.2
2.1.5.3
2.1.6
2.1.6.1
2.1.6.2
2.1.6.3
2.1.6.4
2.1.7
2.1.7.1
2.1.7.2
2.1.8
2.1.8.1
2.1.8.2
2.1.9
Each piece of conduit shall be straight, free from defects, cut square and taper reamed, in ten foot
lengths, threaded on each end and furnished with a coupling.
The coupling shall be applied to one end of each length of conduit and a color coded, plastic thread
protector to the other end.
Rigid PVC Conduit:
PVC conduit shall be extra heavy wali Schedule 80, of polyvinyl chloride produced from high impact
un plasticized PVC compound having non-combustible, non-magnetic, non-corrosive, and chemical
resistant properties and rated for service at 90 degrees C. Conduit shall conform in all respects to
Federal Specification WC-1094 and NEC Article 347.
Conduit shall be furnished in ten foot lengths with one coupling applied to each length. Each length
shall be marked with manufacturer's name, trademark, type of material, and whether it Is recognized
for use above or below ground, i.e., use in sunlight.
Rigid PVC conduit may be used for outside applications below grade, or where called for on the
drawings.
EMT Conduit
EMT Is to be made from high grade mild strip steel, hot dip galvanized In a process combining zinc,
chromate, and a clear organic polymer to form a triple layer of protection against corrosion and
abrasion.
EMT must provide resistance to physical damage from Impact or crushing, flattening, kinking, or
splitting, with adequate ductility to accommodate easy bending, cutting, joining.
The interior wall shall be protected with a corrosion resistant lubricating coating to facilitate fishing and
wire pulling.
EMT shall be UL listed, comply with the National Electric Code (NEC) Article 348, meet the
Underwriters Laboratories' Standard UL797, and the requirements of ANSI C83.3.
Liquid-Tight Flexible Metal Conduit (Steel Core)
Liquid-tight flex shall be fabricated from a galvanized steel tape which is spirally wrapped with
successive convolutions securely interlocked and covered with an outer liquid-tight, non-metallic,
sunlight resistant PVC jacket; and available in standard conduit trade sizes.
Liquid-tight flex shall comply with NEC Article 351 A.
Liquid-tight Flexible Metal Conduit (Aluminum Core)
Liquid-tight flex shall be fabricated from an aluminum tape which is spirally wrapped with successive
convolutions secureiy interlocked and covered with an outer liquid-tight, non-metallic, sunlight
resistant PVC jacket; and available in standard conduit trade sizes.
Liquid-tight flex shall comply with NEC Article 351 A.
Liquid-tight Flexible Nonmetallic Conduit
Page 3 of 7
Title:
CBC Project:
Author:
2.1.9.1
2.1.9.2
2.2
2.2.1
2.2.1.1
2.2.1.2
2.2.1.3
2.2.1.4
2.2.1.5
2.2.1.6
2.2.1.7
2.2.1.8
2.2.2
2.2.2.1
2.2.3
2.2.3.1
2.2.4
2.2.4.1
2.2.5
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs Enqineerinq Date:
Section No:
16110
11/15/05
Revision:
NEW
Liquid-tight flexible nonmetallic conduit shall be constructed with a smooth inner core, a nylon
reinforcing layer, and a rugged outer jacket, capable of withstanding abrasion, physicai abuse, and
constant flexing.
Liquid-tight flexible nonmetallic conduit shall be UL listed and comply with NEC Article 351 B.
CONDUIT FITTINGS
Rigid Galvanized Steel (Fittings)
All fittings to be used for steel conduit shall be of steel or malleable iron and shall be of a single
manufacturer for a given type of material for the complete installation.
Condulets shall be industrial grade, malleable iron with threaded hubs and shall be supplied with
gasketed stamped steel or malleable iron covers, with zinc electroplate and shall comply with National
Electrical Code Article 370.
Locknuts shall be zinc electroplated steel or malleable iron and shall be used Inside and outside
where terminating a conduit in a NEMA 1 or NEMA 12 enclosure.
Bushings shall be steel or malleable iron of the bonding type and with a nylon insulated throat.
Where terminating a conduit in a NEMA 4 enclosure or in areas where moisture may be present a
steel or malleable iron "bullet-type" hub with a nylon insulated throat shall be used. Drains and conduit
seals shall be provided as required to prevent entry of moisture into equipment.
Where required to facilitate conduit installation a malleable iron "Erickson" coupling may be used.
Threadless or set-screw couplings are prohibited.
All unused openings shall be plugged with T & B Series 121, etc. metallic bushings and Series 815,
etc. steel pennies, or other equivalent means.
Conduits 1" trade size and larger, shall utilize factory fabricated elbows.
Stainless Steel (Fittings)
Stainless steel boxes, when approved for use as fittings, shall be a minimum of 16 gage type 304
stainless steel, rated NEMA 4X, nominally 3" x 3" x 6" in size, with removable gasketed covers
attached with stainless steel screws. Boxes are to be supplied without holes, which are to be punched
as required, in the field.
PVC Coated RGS (Fittings)
Specifications for fittings for this type of raceway shall be the same as listed in section 2.2.1 of this
document, with the addition of protective coatings identical to those listed in section 2.1.3.1 of this
document.
Aluminum (Fittings)
Conduit bodies, etc. shall be cast from copper free aluminum, with aluminum acrylic paint finish.
PVC (Fittings)
Page 4 of 7
Title:
CBC Project:
Author:
2.2.5.1
2.2.6
2.2.6.1
2.2.7
2.2.7.1
2.2.7.2
2.2.8
2.2.8.1
2.2.9
2.2.9.1
2.3
2.3.1
2.3.2
3.0
3.0.1
ELECTRICAL RACEWAYS
B 5 lake Compressor Building
Jacobs Enaineerinq Date:
Section No:
16110
11/15/05
Revision:
NEW
Fittings shall be of the smooth bore solvent welded (glue) type, used with a solvent which is approved
for the purpose.
EMT (Fittings)
Conduit bodies, etc. used with EMT are to be the same as described In section 2.1.1 of this document.
However, steel compression connectors and couplings are required in addition, to adapt the raceway
to the conduit bodies, etc.
Liquid Tight Flexible Metal (Steel Core) (Fittings)
Liquid-Tight Flexible Metal Conduit: Connectors for this type of liquid-tight flex shall be zinc plated
steel or malleable iron with a long ferrule and a nylon insulated throat. Connectors shall firmly grip the
metal flex as well as the PVC jacket and shall be furnished with an "0" ring seal where entering an
enclosure subject to moisture.
For use in wet/wash down areas as described in paragraph 1.3.3, fittings are to be as described in the
preceding paragraph with the addition of protective coatings identical to those described in section
2.1.3.1 of this document.
Liquid Tight Flexible Metal (Aluminum Core) (Fittings)
Connectors for this type of liquid tight flex shall be aluminum with a long ferrule and a nyion insulated
throat. Connectors shall firmly grip the metal flex as well as the PVC jacket and shall be furnished
with an "0" ring seal where entering an enclosure subject to moisture.
Liquid Tight Flexible Nonmetallic (Fittings)
Connectors for this type of liquid tight flex shall be PVC.
RACEWAY SUPPORTS
Conduit Straps: Conduit straps for individually run conduits shall be the same material as the conduit
and shall generally be the parallel or perpendicular beam clamp type for use on structural steel or one
hole pipe strap with spacer for use on flat wall surfaces such as concrete block walls. Strap iron and
other materials not specifically designed for electrical raceways will not be permitted. Supports shall
be capable of carrying the applied weight with a reasonable safety factor.
Channei Support Systems: Where multiple conduits are run together, or for cable trays and other
electrical equipment supports, the Contractor shali use a channel support system similar to Unistrut or
Kindor!. The channel support system metal shall be compatible with the raceway metal and the
channel support system shall be of a single manufacturer for the complete installation.
INSTAllATION
Conduit Rack Installation: For multiple runs of conduit, racks or supports must be provided and must
be constructed per drawings. They must be of the design shown on typical details, or as detailed in
the plans, or as approved by the owners representative. The conduit racks shall be at least 25
percent wider than required for conduit to be installed under this Contract. Conduits ieaving the rack
horizontally shall be offset up or down so that future conduits may be installed in the space remaining.
Where conduit racks are located above trays, a minimum of 18 inches from bottom of tray to conduit
should be allowed.
Page 5 of 7
Title:
CBC Project:
Author:
3.0.2
3.0.3
3.0.4
3.0.5
3.0.6
3.0.7
3.0.8
3.0.9
3.0.10
3.1
3.1.1
3.1.2
3.1.3
3.1.4
3.2
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs Enaineerina Date:
Section No:
16110
11/15/05
Revision:
NEW
Support Spacing: Conduit shall be securely supported with maximum spacing not to exceed those
listed in NEC Articles 346, 347,348, and 351 with support within the appropriate distances of outlet
boxes, junction boxes, cabinets and conduit bodies, for the particular type of raceway involved.
Conduit shall be attached to supports at this spacing by Unistrut (or equal) conduit straps. Perforated
strap hangers will not be permitted. One hole straps, U-bolts, or Korn clamps may be used where
desirable. Installation shall comply with the National Electrical Code.
Entrance Of Water, Moisture and Contaminants: Conduit and other raceways shall be installed in a
manner that will prohibit the entrance of water, moisture, or any other contaminants at all instruments,
pushbuttons, switches, panels, boxes or any other equipment or device. Satisfactory and adequate
methods of installations, materials, sealing, breathing, drainage means, and physical aspects of
installation shall be used to ensure the proper, minimum maintenance installation.
Installation of PVC and PVC coated RGS: Conduit systems shall be installed in strict accordance with
the manufacturer's instructions and recommendations. The installation will be rigidly inspected for
damage and the Contractor must make repairs in strict accordance with manufacturer's complete
recommendation. Installation shall comply with the National Electrical Code.
Lengths of running thread shall not be used in lieu of conduit nipples.
For all types of liquid tight flexible conduit, use shall generally be limited to trade sizes % inch through
4 inch, no more than 3 feet in length.
Conduits shail be free of dents or bruises and shall be cleaned after installation but before pulling
wires.
Route conduit parallel or perpendicular to building lines, and in such a way as to minimize crossovers
and other congestion. Provide offsets or expansion fittings at building expansion joints.
All conduits shall be installed in such a manner that the conductors will not be stressed, and so as not
to block, cover, or hamper removal of cover plates, inspection plates, or guards.
See typical details (as applicable) on the drawings for additional application requirements.
CONDUIT, BURRIED, OR EMBEDDED IN CONCRETE
All underground conduits shall comply with the minimum cover requirements listed in Article 300-5(a)
of the NEC.
Concrete Slabs: All galvanized conduits entering or exiting from concrete slabs or pads, or elbows
used to connect to PVC conduit underground shall be hot-dip galvanized rigid steel with PVC coating.
Below Grade: All conduits exiting from below grade in outside areas subjected to atmospheric
conditions shall be encased in concrete to a point approximately 6 inches above grade and shall be
protected as in 2.6.1. Where PVC conduit is used below grade, adapters to rigid steel conduit shall be
used for exiting above grade, these adapters are to be located outside of enclosures.
All underground conduit not encased in concrete shall be coated with asphaltum.
CONDUIT AND TRAY OPENINGS
Page 6 of 7
Title:
CBC Project:
Author:
ELECTRICAL RACEWAYS
B 5 Lake Compressor Building
Jacobs Enqineerinq Date:
Section No:
16110
11/15/05
Revision:
NEW
3.2.1 Contractor's Responsibility: The Contractor shall be responsible for providing all openings, sleeves,
and framing for openings through walls and floors necessary for passage of electrical conduits and
raceways. The Contractor shall be responsible for the repair of damage caused by making these
openings. All repairs shall match existing finishes. All openings in walls and floors, such as under
switchgear and panels where electrical cables and conduits are installed, shall be closed up by the
Contractor to prevent dust, dirt and water from entering. Curbing shall be provided where necessary.
3.2.2 Sleeves and openings shall be sealed with materials that will withstand fire and heat to the same
rating as the wall, floor or ceiiing through which the conduit or tray passes and shall provide not less
than a 30-minute barrier. The following method shall be used:
3.2.3 Sealing: The Contractor shall be responsible for sealing all wall and floor openings, with or without
sleeves, utilized by the Contractor whether furnished by others or by the Contractor. In general, all
wall, floor, and ceiling openings for raceways shall be sealed utilizing T&B Flamesafe. Install per
manufacturer's instructions to maintain each wall, floor, or ceiling's particular fire rating. In all cases,
material such as ceramic fiber or mineral wool shall not be used.
3.2.4 insurance Requirements: Seals for all openings shall meet the requirements of the Owner's
Insurance.
END OF SECTION
Page 7 of 7
Title:
CBC Project:
Author:
CABLE, WIRE AND TERMINATIONS (600V)
B 5 Lake Compressor Building
Jacobs Enqineerinq Date: 11/15/05
Section No:
16120
Revision:
NEW
1.0 SCOPE
1.1 Building wire.
1.2 Portable cords.
1.3 Connections and termination's.
~o REFERENCES
2.1 NEMA WC 3 - Rubber-Insulated Wire and Cable for the Transmission and Distribution of Electrical
Energy.
2.2 NEMA WC 5 - Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of
Electrical Energy.
3.0
3.1
3.1.1
3.1.1.1
3.1.1.2
3.1.1.3
3.1.1.4
3.1.1.5
3,1.1,6
3.1.1.7
3.1.1.8
3.1.2
3.1,2,1
PRODUCTS
..~ ---,
0:-'''' /'~'. ~~}
Building Wire
.' ~_: L .'
I.; ~_
General Requirements
I.c' '. ",/ C) ... "-~ "'5
~.~ ~. /, ~ l;
. C"; -,- T" .' r .," --- -,". 1
All wire and cable shall be new and Underwriters' Laboratories (UL) listed. In ac:lditionto other
standard labeling, all wire and cable shall be marked UL on the oute,surface-indicatingUncterwriters'
Laboratories, Inc., certification.
All insulated wire and cable shall conform to the minimum requirements of Insulated Cable Engineers
Association (ICEA) Standards for cable installed in wet locations, with the cable being subjected to all
degrees of moisture. Wire and cable shall comply with the applicable requirements of the 1996
National Electrical Code in regard to cable construction and usage,
The conductors of wires and cables shall be of copper and having conductivity in accordance With the
standardization rules of the Institute of Electrical and Electronic Engineers, Inc. (IEEE). The
conductor and each strand shall be round and free of kinks and defects.
Conductors of insulated wires and cables shall be stranded in accordance with the ICEA Class "B" or
"C" Power Cables.
Grounding conductors, when insulated, shall be colored solid green.
Isolated "ISO GND" grounding conductors shall be green insulation with a yellow tracer.
Single conductors intended for use as a building service neutral shall have white insulation for
480/277 volt and white for 120/240 volt use,
All cable specified for use in tray shall be multi-conductor and shall have an outer jacket of flame-
retardant, moisture and sunlight resistant PVC and shall be UL and National Electrical Code (NEC)
approved for tray installation.
600 Volt, Multi-Conductor Control Cable
600 volt, multi-conductor control cable shall be 2, 3, 5, 7, 9, 19, 37, and 61 single conductors cabled
Page 1 of 5
,-
Title:
CBC Project:
Author:
CABLE, WIRE AND TERMINATIONS (600V)
B 5 Lake Compressor Building
Jacobs Enaineerina Date: 11/15/05
Section No:
16120
Revision:
NEW
together, with fillers where required, to produce a round cross section with a binder tape and overall
polyvinyl chloride (PVC) jacket. Complete assembly shall be UL listed Type TC, 90 degrees C. for dry
locations and 75 degrees C. for wet locations, suitable for exposure to sunlight and weather, and shall
meet the requirements of the NEC Articles 318 and 340. The cable shall also pass the UL 70,000 Btu
per hour flame test.
3.1.2.2
Individual conductors shall be color coded red with sequential numbers to identify each conductor
within the cable assembly.
3.1.2.3
120 Volt AC Control Circuits: Conductors shall be 14 gage stranded soft copper with cross-linked
polyethylene insulation. UL listed Type THHNrrHHW.
3.1.2.4
24 Volt DC Control Circuits: Conductors shall be 16 gage stranded soft copper with cross-linked poly-
ethylene insulation. U.L. listed type THHNrrHHW.
3.1.3
Shield Instrument Cable
3.1.3.1
Flame retardant shielded cable shall be No. 16 stranded copper Individually insulated. The insulated
conductors shall be twisted into pairs or triples and each pair or triple shielded with an aluminum mylar
shield with a seven strand tinned copper drain wire, cable tape, and a flame retardant PVC jacket.
Where multi-pairs or multi-triples are required, the individual shielded pairs or triples shall be cabled
together with an overall aluminum mylar shield with a copper drain wire. The PVC jacket shall be
flame retardant, sunlight and weather resistant, gray, and not less than the following thickness:
Diameter of Cables
Over Conductors. Inches
Minimum PVC Jacket
Thickness, Mils
0.0 - 0.425 inch
0.426 0.700 inch
0,701 - 1.500 inch
45
60
80
Cable shall meet the requirements of the NEC, lEE 383-1974 Vertical Flame Test.
3.1.3.2 The color code of each pair shall be black and white (clear). Where triples are required, colors shall
be black, white (clear) and red. Each pair or triple within a multi-pair cable shall be numbered.
3.1.4 Thermocouple Cable
3.1.4.1 Thermocouple extension wire shall be Type JX, KX, or IX, as specified on the drawings or required
and shall be the following types:
3.1.4.1.1 Thermocouple extension wire, 0-200 degrees F. ambient temperature range) No. 16 B&S gage solid
alloy wire matched and calibrated to meet "Standard Limits of Error" as specified in ANSI Circular
C96.1-1964 (Rev. 1969) with 15 mils (minimum) 105 degrees C., PVC primary insulation and color
coded per 15A Standards. Wires shall be No. 16 twisted and shielded with an aluminum mylar tape
shield and shall have a No. 18 gage solid copper drain wire, The twisted shielded pair shall be
covered with an overall flame retardant jacket of 20 mils (minimum) 90 degrees C., PVC colored gray.
Cable shall be suitable for tray use in accordance with the NEC.
3.1.4.1,2 Where multi-pairs are required, thermocouple extension wire shall be similar to the cable described In
Paragraph 1) above except that it shall be No. 18 B&S gage solid alloy wire. The shielded pairs shall
be cabled together with an overall aluminum mylar tape shielded and have a 20 gage solid copper
Page 2 of 5
Title:
CBC Project:
Author:
CABLE, WIRE AND TERMINATIONS (600V)
B 5 Lake Compressor Building
Jacobs Enqineerinq Date: 11/15/05
Section No:
16120
Revision:
NEW
drain wire. This shall be covered with an overall flame retardant, gray PVC jacket, 90 degrees C.
rated. The thickness shall not be less than shown in table under 3.1.3.1.
3.1.4.1.3 Thermocouple extension wire, high temperature type, No. 16 B&S gage, solid alloy wire matched and
calibrated to meet "Standard Limits of Error" as specified in ANSI Circular C96.1-1964 (Rev. 1969) with
a double layer of Teflon taped primary insulation color coded in accordance with ISA Standards.
Wires to be twisted and shielded with aluminum mylar tape shield having 100 percent coverage and
shall have an 18 gage solid copper drain wire. The twisted, shielded pair is then to have an overall
jacket of Teflon. Cable shall be moisture proof and suitable for use in a 400 degree F. environment
3.1.5 Single Conductor Power and Control Cable
3.1.5.1 600 Volt, Single Conductor Power, and Control Cable: For 600 volt power, and control service, single
conductor wire shall be stranded soft copper with polyvinyl chloride (PVC) insulation and clear nylon
jacket, rated 90 degrees C. for dry iocations and 75 degrees C. for wet locations, UL listed Type
THHNfTHWN shall be used for #14 through #8 and type XHHW for wire larger than #8.
3.1.5.2 Ampacity is based on NEC 310-16.
3.2 Portable Cords: Underwriters' Type" SOOO " or "STOO" 600 V cord with green grounding conductor.
3.3
3.3.1
3.3.1.1
3.3.1.2
3.3.1.3
3.3.2
3.3.3
3.4
4.0
4.1
4.1.1
Connectors and Terminals: Provide 600V connectors and terminals for all splices and terminal
connections in accordance with the following:
For conductor sizes No. 10 AWG and smaller, make all terminal connections using one or two-piece
insulated crimp-type wire joints, splices and terminals manufactured by one of the following:
Bumdy Engineering Co. ("Insulugs" and "Insulinks").
Ideal Industries, inc.
Thomas & Betts ("Sta-Kons").
Use ring-tongue lugs on all strap-screw device terminals; do not exceed two lugs per terminal. Do not
use crimping tools which are not specifically designed for the application.
For conductor sizes NO.8 AWG and larger, make all terminal. connections using UL listed wrought or
cast and machined high-conductivity copper alloy connectors of the compression type. Use Thomas
& Betts "Color-Keyed" of the 50000 Series and appropriate for intended purposes. Except where
insulated covers are provided, fill voids and irregularities on connections with "Scotchfii" insulation
putty and cover neatly with two half-lapped layers of Scotch No. 88 insulating tape and 1 half-lapped
layer of friction tape.
Wire Pulling Lubricants: Use Ideal "Yellow 77" for 600 volt insulated cable pulls.
IDENTIFICATION
Color Coding:
Provide color coding for single conductors as follows:
I PHASE
I PHASE I PHASE
Page 3 of 5
I NEUTRAL
Title:
CBC Project:
Author:
CABLE, WIRE AND TERMINATIONS (600V)
B 5 Lake Compressor Building
Jacobs Enaineerina Date: 11/15/05
Section No:
16120
Revision:
NEW
480 VAC. 3 Wire Black Black Black
Power (motor leads)
480 VAC. 3 Wire Black Red Blue
Power (other use)
277 VAC. 4 Wire Black Red Blue White
Lightina and Power
120/240 VAC. 3 Wire Black Red White
Liahting and Power
120/208 VAC. 4 Wire Black Red Blue White
Liahtina and Power
120 VAC. Control Red'(1) White
All Lighting Switch Brown Orange Yellow
Switch Leas
All D.C. Control and Blue White/Blue
Power Tracer (blue
for wires
larger than
16 ga.)
Isolating Grounding Green/Yello
Conductor w
All Other Grounding Green
Conductors
Grounded Circuit White
Conductor
3-Way & 4-Way Purple
Travellers
4.1.1.1
Yellow conductors shall be used in equipment where they indicate interconnecting wiring controlled by
a remote disconnect.
For specified insulations and jackets not manufactured by the selected manufacturer with integral
colors, use conductors with black insulation or jacket and color code with Scotch No. 35 color-coding
tape on each conductor entering every box, trough, cabinet, and wireway and at intervals not
exceeding 5 feet in wireways, trench duct, and other locations where conductors are continuously
accessible and where conductor meets 1984 NEC requirements for marking size, Notify Owner in
advance where instances of this occur.
4.2 Conductor Identification: Other than color-coding, conductor identification is required only when
conductor numbering systems are shown on the Electrical Drawings except that all spares shall be
identified at both ends with origin and sequential identification such as "SP-1 ", "SP-2", etc,
4.3 Black shall be used for 120 V.A.C. phase wiring between circuit breaker and control panel or device.
Page 4 of 5
Title:
CBC Project:
Author:
CABLE, WIRE AND TERMINATIONS (600V)
B 5 Lake Compressor Building
Jacobs Enqineerinq Date: 11/15/05
Section No:
16120
Revision:
NEW
5.0 EXECUTION
5.1 INSTALLATION
5.1.1 General: Do not cut strands from conductors to fit lugs or terminals; and do not bend conductors to
less than recommended radius. Do not exceed recommended maximum pulling tensions.
5.1.2 Wiring in Enclosures: Form and tie in a neat and orderly manner all conductors in panel boards,
cabinets, control panels, wireways and wiring troughs, providing circuit and conductor identification,
using T&B "Ty-Raps" of appropriate size and type. Limit spacing between ties to 6 inches and provide
circuit and conductor identification at least once in each enclosure.
5.1.3 Splice and Tap Boxes: Splice and tap boxes for power circuits shall be used only where designated
on the drawings and shall be of the type and sizes Indicated. Otherwise all power wiring shall be
continuous, splice and tap free, between equipment.
END OF SECTION
Page 5 of 5
I
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fOR iNFORMATION ONLlu
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w.~:rtiR~ ~~;~I~E, INC.
CASPER, WYOMING, USA
(307)472-7722
CUSTOMER: J.E. MERIT CONSTRUCTORS
DRAWN: MH DATE: 10/26/05 LINE NO: SPOOL 1 REV
CHK: TM DATE: 10/27/05 DWG. NO: I
JOB NO: SHEEr: 1 OF 1 2"-01
'A~ Bity of
ommercial
Wheat Ridge
Electric PERMIT - 060015
PERMIT NO,
JOB ADDRESS,
DESCRIPTION,
060015
15302 SH 58 Fr Rd
Elec Service addition to pump house
ISSUED,
EXPIRES,
150A 120/240
02/14/2006
08/14/2007
***
CONTACTS * **
303/422-9219
303/279-6565
Dave Doherty
Cabela's / Coors Bre
01-8046 Piper Electric Co.
gc
owner
** PARCEL INFO **
,
ZONE CODE, UA
SUBDIVISION, ua
USE,
BLOCK/LOT#:
ua
0/
Permit Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED
FEES
199.30
.00
135.90
335.20
PROJECT VALUATION,
7,550.00
** FEE SUMMARY **
If~~;J)
Comments:
OK/TRC, Pumphouse must be atleast 10' from the western property line.
OK/CR. Subject to field inspection and notes on plans.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full respo sibility for compliance with the Wheat Ridge Building Code (I.B.Cl and all other
aRP~ic heat Ordinances, fork under this permit. Plans subject to field inspection.
Signature of contractor/owner
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and speCifications shall not be construed to be a permit for, nor
an of, a ~o of the provisions of the building codes or any other ordinance, law, rule or regulation.
Al is subje ield inspections.
date
INSPECTION REQUEST LINK. (303)234-5933 BUILDING OFFICE, (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
. .
COMMUNITY DEVELOPMENT DEPARTMENT'
BUILDING INSPECTION UNE'. 303.234.5933
CITY OF WHEAT RIDGE
. 1500 WEST 29TH AVENUE
WHEAT RIDGE, CO"80033', (303.235.2855)
APPLICATION
. Property Owner: C tJ.M(kj' /d,Chi.8 h.€Lu.J4J? Co
Property Address: jS]Oj. "Sit s9 ~Ac..c"~J
ContractorLicenseNo':57-fUC /'l~',r ..vJt/5UACS 3q?P
Company: >>I'EL ELCaac 6,
Building pe;"lt Number: 0 000/5
Date:
. Phone: 3'd J',} 77 "C,";'05
'1.?N./::lfi};/'o- cjtN-9?~~
. -'Phone:s<\$.y.zz "f.?//
OWNER/CONTRACTOR SIGNATURE OF UNDERS:ANDI~G AND AGREEMENT Bufldln<1 DeDt. Valuation Figure: $
I hereby certlly that the setback dls~nces proposed by this permlt'appllca~on are
accurate, end do npt violate applicable ordinances, rules orregula~ons oflhe City of
Wheat RJd.9.& or covenants, easements or restrlctlons of record; thatall measurements
shown aod allega~ons made are acc;urate: that I have read and agree to abide by all
condl~ons printed on this appllca~on and that I as.ume full responslblilty for
compliancewlth the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat
Ridge Ordinances, for work under rmlt.~lans su to field Inspectlon. .
. ?A . ,,/.,j"~ .
(OWNER)(CONTAACTOR~ SIGNE / . DATE~
(OWNER)(CONTAACTOR):PRlNTEO DATE
Value:$';J :55CJ,. cxr
Permit Fee:$
Plan Review Fee:$
Use Tax:$
Total:$
Use of Space (description):
DescrIption of work: /' .# ~ ~
. ICfi'U"""Cnt:-
/5'0#
5w.u /!... f;',iJ,iJ-Z7z.a~
( ,2L>/M'o
-zp
//U1./ !6u.5';tf:
Sq. Ft. add~d
BUllJ>INGDEPARTMENTUSE ONLY SIC: Sq.Ft.:
IZONING'COMMENTS~ .. L ..... l ..L ~ . /I. ~~
. APproval:UlI7~ ~~,,,"'!.t ",,\>.'::l't t>( . J\ .(>n :..~' .~
Zoning: ~~. ~ ~~... (111~~. \\~
~. ~ Qdd~'r-\ ..d ",,"6 "^,
J!.~n-cl:.. ;!,J?-t,
.
BUILDING COMMENTS:
Approval:
PUBUC WORKS COMMENTS:
Approyal:
IRE DEPARTMENT COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No: / % 'I Plumbing License No: Mechanical License No:
Company: hf?/.t ,h,{?;1,IZU: _ ~ompany: . Company:
Expiration Date: Expiration Date: Expiration Date;
Approval: . Approval: . APpro~al: .
(1) This permit was Issued In.accordancewlth the provisions setforth In your application and Issubjecttothe laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat RIdge, Colorado or any other applicable ordInances of
b~ . . '.
(2) This permit shall expire If (A) the work authorized Is not commenced within sixty (90) days from Issue date or (B) the building
authoriz.ed is suspended or abandoned for a period of 180 days. .
(3) If this pennlt expires, a neW pennltmay be acquired for a fee of one-half the amount normally required, provided no changes
. . have been orwnl be made In the original plans-and specIfications and any suspensIon or abandonment has not exceeded one
(1}year. If changes have been or If suspensIon or abandonment exceeds one (1) year, full fees shaIl be pald fora new permit
(4) No work of any manner shalt be done thatwTll change the natural flow of water causIng a draInage problem.
(5) contractor shaU no~fy the BuUdlng Inspector twenty-four (:<4) hours In advance for all Inspections and shall receive written
approval on Inspection card before proceedIng-with successIve phases of the Job.
(6) The Issuance of a permit or thet approval of drawIngs and speclncations shall not be construed to be a permlt for, nor an
approval of, anyvloIatlon oftha provrslans of the building codes or any other ordInance, law, rule or regulation. All pJ~n review
Is subject to field InspectIons.
~i2?
APPLICATION FOR MAJOR GRADING/FILL PERMIT
"~' ViHE~r 1'/
"- "
- '"
u '"
COL OR;"'OO
APPLlCMlTSNAME: c:::::.,...S E/~'--"',<Jtr c:;:;; ;<-e/"';<.Jy
I':'c5J. O~ "t'cJ>3o) 31t Ie> 'I-~ /::;1'>-'<:..;' , I
APPLICANT'S ADDRESS: &-kl.-r'. CoO }fa 'ra s
r (Include City, State, Zip)
I ;c<.-(~ 04St- of McT.,.;'f.../C' 50,.. d....-=F}- ~"'..."''' .,f C4SC!J
WORKSITE ADDRESS: r ,/
Cf-<> ,Me." .::r'1:7..~e(
6"'3. 2n. z.oz.~
DATE OF APPLICATION:
/6'~y/c:::>S-
.
All permits shall be applied for through the Public Works Department. An approved permit is effective for a
period of one (I) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolntions or Ordinances.
Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
development) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comply with this requirement will result in the enforcement of Article II,
Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws.
MAJOR GRADING. EXCAVATION. AND FILL PERMITS
1. 10,001-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yards, but does not exceed 20,000 cubic yards, may be allowed by a permit issued by the City Engineer after
review of an application and supporting information. The following information shall be submitted with the
required application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
I inch to fifty feet (I :50) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of2 feet and spot elevations.
1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or
excavation.
J. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
2. Performance Standards
The following provisions apply to Major GradingIFill Permits for 10,000-20,000 cubic yards:
A. Restoration: Within thirty (30) days after cessation of filling and/or excavation, restoration for the site
shalJ have been completed in accordance with the approved plans. Restoration shall consist of leveling,
1
grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the
City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer." For
the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or
junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates
identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill
areas within the City of Wheat Ridge.
C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I).
D. In no event shall a single property receive accumulative permits in excess of twenty thousand (20,000)
cubic yards within any consecutive twelve-month period, except as provided under paragraph 3 below.
3. 20,001+ Cubic Yards: Dumping, landfill and/or extraction operations which exceed twenty thousand
(20,000) cubic yards may be allowed in any zone district only by special use permit requiring public hearings
before the planning commission and city council under section 26-114. A Major Grading/FilI Permit may be
issued upon and in conformance with a Special Use Permit. The following information shall be submitted
with the required Major Grading/FilI Permit application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
I inch to one hundred feet (1: I 00) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. Location and extent of areas tn be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of2 feet and spot elevations.
1. At least two cross sections (east to west and north to sonth) through the site showing depth of fill and/or
excavation.
J. A Drainage Report and Plan, which identifies existing waterways and drainage courses, indicating any
changes, existing grades and proposed finished grades, and method of maintaining historic drainage from
the site, and methods for controlling erosion from both wind and water during operations and npon
completion.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
M. Schedule of operations, including completion date.
N. Copies of all materials required to be submitted to the State of Colorado or the U.S. Government, where
such agencies are involved in permit reviews and/or approvals.
O. An Engineering Geology Report shall include a description of the geology of the site, conclusions and
recommendations regarding the effect of geologic conditions on the proposed development. The report
shall contain opinions and recommendations pertaining to the adequacy of the site for the proposed
development and related grading/earthwork. Recommendations included in the Report and approved by
the Director of Public Works shall be reflected on the grading plans and specifications.
P. Soils EngineeringlOverlot Grading Report. The soils engineering/overlot grading report shall include the
following minimum requirements:
I. Data regarding the nature, distribution, and strength of existing soils;
2. Opinions, conclusions, and recommendations for grading procedures, slope stability, and site
adequacy for the proposed development;
3. Design criteria for any corrective measures.
J:\FORMS &LElTERS\APPS & PERMIlS\Major Grading & Fill Pennitdoc
2
Rcv2J05
Q. Submit copies of other permits as applicable for this project:
1. NPDES/CDPS Permit, with Stormwater Management Plan (SWMP).
2. Corps of Engineers 404 Permit.
3. Division of Mineral and Geology (DMG Permit).
4. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 20,001 + cubic yards:
A. Setback. Subject to maintaining a thirty-foot setback from all property lines.
B. Roads. Subject to operators maintaining all haulage roads used in connection with this operation, under
their control or ownership, as much as possible in a dust-free condition. Such haulage roads shall not be
established along existing residential streets except as may be provided by a special permit. This shall not
preclude collector or major streets from being used for this purpose.
C. Fencing. The property containing the extractive operation shall be enclosed by a V -mesh, cyclone, chain
link, or other similar type metal fence with a minimum height of seventy-two (72) inches. Three (3)
strands of barbed wire shall be placed above the metal fencing and canted to a forty-five-degree angle to
the outside. At such time as the site has been rehabilitated in conformance with the requirements as
contained herein, the fencing may be removed.
D. Erosion control. Provisions for control of wind and water erosion during operations shall be made and
followed. Wind-blown materials or sediment loads shall not be allowed to escape the site.
E. Drainage. Debris and/or contaminants shall not be accumulated or discharged beyond the property line by
any means of transportation including that of natural drainage. The operation shall be conducted so that
the excavated area will not permit water of a stagnated nature to collect or remain.
F. Lighting. All exterior lighting shall be in compliance with section 26-503.
G. Restoration. All permits shall contain provisions for restoration of the property as near or closely as is
practicable to its prior natural state or condition or in such state or condition as the city council may
approve. Restoration of the site shall include replacement of topsoil which is spread evenly over the
rehabilitated site to a depth comparable to that of adjoining areas. Property not ultimately used for lake
purposes or structures, etc., shall be planted with trees, shrubs, grasses or similar groundcover to preclude
erosion ofthe soil by either wind or water.
H. Bond. To insure restoration of the site as prescribed in subsection g., above, there shall be required at the
time the original permit is issued a performance bond naming the city council of the City of Wheat Ridge
as obligee in an amount and type to be determined by the city engineer, based on and with consideration
for the magnitude of the excavation activities and restoration requirements. In no instance shall the
amount of the bond be less than five thousand dollars ($5,000.00).
1. Insurance. Every operator, before commencing operations, shall be insured to the extent of two hundred
fifty thousand dollars ($250,000.00) per person, one million dollars ($1,000,000.00) per occurrence
against liability arising from production, activities or operations incidental thereto conducted or carried on
under or by virtue of any law, resolution or condition imposed by these regulations, and such insurance
shall be kept in full force and effect during the period of such operations, including site restoration. A
certificate indicating protection by such insurance shall be filed with the application for special permit.
J. Equipment. All equipment nsed shall be maintained and operated utilizing standard items, such as
mufflers, filters, etc., as much as possible to eliminate noise, vibration, dust, etc., which are injurious or
substantially annoying to persons living in the vicinity.
K. Hours of operation. All activities shall operate from 7:00 a.m. to 5:00 p.m. Operations shall not be
permitted on Saturdays, Sundays or holidays.
5. Conditions of Special Use Approval Pertaining to This Permit:
...s~... !J
aJ};..oJ. ..L
J:\FORMS &I..BTTERS\APPS &: PERMI1S\Major Grading &: Fill Pennitdoe
3
Rev2JOS
10,001 to 100,000 cubic yards
plus, for each additional I 0,000 cy
PAID ..
- u'f if?,!,!J ~
I&-e -If :;039<{
$325.00 i tfj(3 ~
6. Permit Fees'
or fraction thereof:
cy X $66.00/1 OK cy = $
100,001 or more
$919.00 ~ ct 1<;,0'0
plus, for each additional 10,000 cy
or fraction thereof: 930. DO 0 cy X $36.50/10K cy = $
339'1.5'0
,.
TOTAL
$ --.!:i "3 1.3 . SO
,
'Wbeat Ridge Code of Laws Section 5-76.
All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for
after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100
year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD
PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION OR PERMANENTLY ON THE JOB SITE.
2ppl' City Engllleer
-I' 0/ ~f- ~s-_~"'/f- ,,4'~~ . _4,1
c::;;,._/r !J/~r ':c-,.,,.h'7' c.r c.rl..{'",
Owner's Signature (if different than above)
lO~cti
Approval Date
J:\FORMS &LETIERS\APPS & PERMI1S\Major GJading & Fal Permitdoc
4
Rev 2105
7500 West 29th Avenue
Wheat Ridge, Colorado, 80033
Telephone 303/235-2846
FAX 303/235-2857
The City of
Wheat
Ridge
June 8, 2005
Cabela's Retail Inc.
Attn: Dennis Armstrong
One Cabela Dr.
Sidney, NE 69160
Dear Mr. Armstrong:
Please be advised that at their meeting of May 9,2005, City Council approved your request for an Amended
Special Use Permit for property located west ofI-70, south of Highway 58 and north of West 32"" Avenue with
the following findings:
1. The request will not have a detrimental effect upon the general health, welfare, safety and
convenience of persons residing or working in the neighborhood of the proposed use.
2. The request will not create or contribute to blight in the neighborhood by virtue of physical or
operational characteristics of the proposed use.
3. The request will not adversely affect the adequate light and air, nor cause significant air, water,
or noise pollution.
4. The request will not result in undue traffic congestion or traffic hazards, or unsafe parking,
loading, service or internal traffic conflicts to the detriment of persons whether on or off the
site.
5. The request is appropriately designed to be in hannony and compatible with the character of the
surrounding areas and neighborhood, especially with adjacent properties.
6. Will not overburden the capacities of the existing streets, utilities, parks, schools and other
pubic facilities and services.
7. The applicants have complied with the conditions of approval of the previous SUP.
8. The applicants have demonstrated the ability to continuously meet the conditions of approval.
With the following conditions:
L The applicants shall adhere to the performance standards as listed in Section 26-623.C.2 of the
Zoning and Development Code, with the following exceptions:
a. Hours of operation shall be limited to 7:00 a.m. to 9:00 p.m., Monday through
Saturday, except for April 15 to May 15, where work will be allowed on Sundays.
b. For areas within 200 feet of residential properties, the hours of operation shall be
limited to 7:00 a.m. to 7:00 p.m.
c_ Fencing at a height of 48 inches shall be permitted.
d. The 30-foot setback shall not apply to the west, north, and east property lines of the
added area. The 30-foot setback shall remain a requirement along the south property
line of the previously approved area. .
2. A community notification process established for questions and complaints regarding the
operation shall continue to be maintained.
Cabela's Retail Inc.
Page 2
June 8, 2005
3. There shall be no explosive devices used for the demolition or excavation of material.
4. The applicants shall comply with the conditions of state permits regarding water and air quality,
and mining and reclamation
5. The applicants shall continue to implement the City-approved noise abatement plan.
6. All access to the site shall be from McIntyre Street.
7. The grant of use shall be to the applicants and may not be inherited.
8. Violations of any of the above conditions may be grounds for revocation of the special use
permit.
9. The applicant shall make every effort to promptly notiJY the City and County of any problems
in the areas adjacent to County property or the access road to County property.
10. The applicant shall make every effort to promptly notiJY the City and County iffield conditions
differ from what was stated in the Geotechnical Engineering Study in a way that may impact
the safety of the project.
II. The applicant shall expose the cut slope for the shortest period oftime practical and shall re-
compact the new fill as quickly as practicable.
12. Should damage occur to the County's property, the applicant will make the necessary repairs to
bring the property back to the condition prior to the damage oc~urring.
13. Note # 22 on the cover sheet for the SUP shall be modified to address damage to utilities and
any pavement failUre on the County property that can be clearly demonstrated to have been
caused by the excavation. Remove the word excessive.
14. Theapplicant shall make every effort to promptly notiJY the City and County if events warrant
barricading either the Y oungfield Service Road or the TMAC parking lot. The decision to
barricade the TMAC parking lot shall be the County's decision.
15. The applicant shall notiJY the County when a request for extended hours of operation is
submitted to the City if the operation is adjacent to County property. .
Enclosed is a copy of the minutes stating the Council's decision. Please feel free to contact me at 303-235-2846
if you have any questions.
Sincerely,
i<~:q~
Kathy Field
Administrative Assistant
Enclosure:
Special Use Penn it
Draft of Minutes
cc:
Coors Brewing Co.
Attn: Neil Jaquet
P.O. Box 4030
Golden, CO 80401
So-W.."dJH.4
c:\..\My Documcnt5\K.cby\PCRPTS\PLANGCOM\CORltESP'aOOS\SUP<l'S04
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number: 18601
Date: 4/15/2005
Property Owner:KIEWITT WESTERN
Property Address: 15302 STATE HWY 58
Contractor License No. : 22255
Company: Kuchar Elec. Co.
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 279-5410
Phone : 286"7823
Total:
$1,000.00
$50.40
$0.00
$18.00
$68.40
I'hereby certify that the setback distances proposed by this permit application are accurate, and
donat violate applicable ordinances, rules or regulations oftha City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
a'pplication, and that I assume full responsibility for conipliancewith the Wheat Ridg'e -Building
. Code (I.B.C.)and all other applicable Whe . ge ordinances, for: rk:Uhderthispermi)?.7
(OWNER)(CONTRACTOR) SIGNED DATE .P' #J/6~
Valuation:
Permit Fee:
Plan Review Fee:
Use Tax:
Description:
INSTALL A 200AMP TEMPO RY ELECTRICAL SERVICE. JOB TRAILER. FOR. KIEWIT
WESTERN. .JOB TITLE IS: CABELLA'S -
<:J[ QZ.?J5
Use:
BUILDING DEPARTMENT USE ONLY
m!i!~II\\~
m9~'lLt!L..,.,,,,~
Approval:
Zoning:
~
Approval:
~
Approval:
Occupancy: Walls:
SIC:
Sq. Ft. :
Roof:
Stories:
Resiqential Units.:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No .
Company:
Expiration Date:
APproval :
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the-State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work aut~orized is not commenced within sixty (60) days from issue date or (S)the buildingauthorized is-,suspended or
abandoned fora period of1BO days. _ _ ''' _ ,'_ .,"" ,',,' ',', "",>-" ..",..' _ _ ,..,"', '-,.<> -'
(3) If this pennit expires, a new pennit may be acquired for a fee atone-half theamountnormally required, provided no changes have been or :wiUbe made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1 ) year. .If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval oninspection<card before
proceediingwith successive phasesofthejob. . . ..' . ..... .
(6) Th~ i~,stJarw.e of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of,any\liolationof the
. ,:'_.':,-~rOVj~iOnS ofthepl:l' ng co any other ordinance, law, rule or regulation.
'-...;;;_::_~f;.~~
Chief Buil Ing nspector
Please sign Terms and Conditions on reverse side of page.
~' ..He.,../
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U M
C'OLOR"W
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION UNE . 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE. CO 80033. (303-235-2855)
APPliCATION
H-lfhV'~ :5 '3
Building Permit Number:
Date:
Propeny Owner:
Propeny Address:
Conn-actor license No.:
Company:
~1~
.5l~"k
CO
Phone:
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Deal. Valuation Figure: S
I hereby certify thai the setback distances proposed by this permit application are
accurate. and do not viola1e applicable o<dinances. rules Of regulation_ of the City of
Wheat Ridge 0< oovenanlll. easemenlll Of __ of reoon:I: Ihal aI mea..-nenIll
$hawn. and allegations made are accurate: thaI I have read and agree '" abKie by aU
oonditionO prinled Of! 1I1io application and thaI I assume fuU reoponsibi~ty 10(
oompliance wi1h the Wheat Ridge Bu;lding C (t.B.G) and aI other applicable Wheat
::ER:~=:=Unddj- . n..u~",~~:~
(OWNER)(CONTRACTOR):PRIHTB) OATE.l/.1Jfg.S
Value:S
Permit Fee;S
Plan Review Fee:S
Use Tax:$
Total;S
Use of Space (description);
Description of work:
7~ ( DM
5t
I :
,
-'"\ -- ~ ( ,',
, /-.
Sq. Fl. odded
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
QNING COMMENTS:
Approval:
Zoning:
IlOING COMMENTS:
Approval:
WORKS C()W,ENTS:
Approval:
IRE DePARTMEHT COMMENTS:
Approval:
ccupancy; 1. J.r
Walls; 0 iJ~ Roof:
Residential Units:
Electrical License No:
Company:
Plumbing License No;
Company:
Mechanical License No;
Company:
Expiration Date:
Approval;
Expiration Dale:
Approval:
Expiration Dale;
Approval:
(.)
(5)
(I)
This permit_ _ in aa:orOonce wi1h the provisiono sellor1h in your application and is subjocltothe Iawo of the Stale of
Colorado and to the Zoning ReguIotiono and Building Cocles 01 W_ Ridge. CoIorodo 0< any other OW"C- 0Idinance0 of
the CIty.
This permitshal expire W (A) the wOO< authorized is not co.n"""","" within sixty (90) days /Tom issue dale 0( (B) the buildinlJ
_ io ~ Of _.doolOd "" 0 period of f80doys.
If lhis pennIl upinlo, 0 .- permit may be ocquIred "" oloe of one-hoIf the amount normally requ;nKI. prov;ded no -nveo
have _ Of will be _in lheofiginol piano and apeciIIc:oIiono and any~ 0( _ has noIe'~ one
(f)'JUff. K~__OfK_lOionOf_.doo.,..d_one(f)'JUff, fulf_shalbepaidfora_permil
No wOO< 01 any __ be dorMllholwll change'" _ _01_ COUIIng 0 ~~.
eu."..mr _ noIIIy the e.-.g ~___ ~ (2.) IIOIn in -..,. "".. it...-.Jio... and shaI receive written
__ Of! ~...-. oord __ po, " I ""g_ __ pNoeo oI"'job.
The \oouOnCO 010 permlI Of ... ~ 01 dr-.go and ~.. shaI not be ~ to be 0 pennil for. nor an
approvol 01, any'-' 01 the provisiono 01 the building oodoo Of any _ ~....""'. law. rule 0( __. All pion .-
Is oubjedto _ ~...
<f)
(2)
(3)
Chief Building Official
~un J7 05 01:41p
303SB04402
p.2
DEMOLITION PERMIT APPLICATION FORM
A $55 FEE MUST ACCOMPANY THIS FORM.
INCOMPLETE APPLICATIONS WILL BE RETURNED.
(Permit will be mailed to demolition contractor unless specified Dtherwise)
SubmfI fonn 10:
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CoIof8jo 0cIll d Public Heatth
andE""""""'"
APCD-SS<l1
4300 CJwty Creek Drtve South
OenwIr, co 80246-1$30
Phone; 303-6S2-3100
Fac 303-782-0278
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APPLICA TION FOR MAJOR GRADING/FILL PERMIT
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APPLICANTS NAME: Coors Brewing Company
APPLICANT'S ADDRESS: P.O. Box 4030 Mail No. CC 370. Golden, CO 80401.{)030
(Include CiIY, State, Zip)
WORKSITE ADDRESS: Coors Lake B-5. 3500 Youngfield Service Road (approx.), at proposed Cabela's Site
DATE OF APPLICATION:
::Ji/AlS II, 2.00S
.
All permits shall be applied for through the Public Works Department. An approved permit is effective for a
period of one (I) year from date of issue and may be renewed. All fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances.
Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
development) on a daily basis, or as needed, such that fhey are free of mud and other construction debris
tracking from rhe site. Failure fo comply with this requirement will result in the enforcement of Article II,
Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws.
MAJOR GRADING. EXCAVATION. AND FILL PERMITS
1. 10,001-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yards, but does not exceed 20,000 cubic yards, may be allowed hy a permit issued by the City Engineer after
review of an application and supporting information. The following information shall be submitted with the
required application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
1 inch to fifty feet (1 :50) which illustrates the following;
B. Location and dimensions of all propeny boundaries and structures on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetalion, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of2 feet and spot elevations.
L At least two cross sections (east to west and north to south) through the site showing depth offill and/or
excavation.
J. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
2. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 10,000-20,000 cubic yards:
A. Restoration: Within thiny (30) days after cessation of filling and/or excavation, resloration for the site
shall have been compleled in accordance with the approved plans. Restoration shall consist of leveling,
\1Y\/ /\~u' ~; (. )\:. 'i)
.....' "j,
.~ ./
grading, landscaping or any combination thereof to minimize potentia) erosion and be acceptable to the
City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer." For
the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or
junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates
identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill
areas within the City of Wheat Ridge.
C. Excavation and/or fill areas shall be graded to facilitale weed control until final grades are set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I).
D. In no event shall a single propeny receive accumulalive permits in excess of twenty thousand (20,000)
cubic yards within any consecutive twelve-month period, except as provided under paragraph 3 below.
3. 20,001 + Cu hie Yards: Dumping, landfill and/or extraction operations which exceed twenty thousand
(20,000) cubic yards may be allowed in any zone district only by special use permit requiring public hearings
before the planning commission and city council under section 26-1] 4. A Major Grading/Fill Permit may be
issued upon and in conformance with a Special Use Permit. The following information shall be submitted
with the required Major Grading/Fill Permit application form:
A. A site plan, prepared and signed by a Colorado registered professional engineeT, at a scale of no less than
] inch to one hundred feet (I: I 00) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. LocatiDn and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter of approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of2 feet and spot elevations.
I. At least two cross sections (east to west and north to south) through the site showing depth offill and/or
excavation.
J. A Drainage Report and Plan, which identifies existing waterways and drainage courses, indicating any
changes, existing grades and proposed finished grades, and method of maintaining historic drainage from
the site, and methods for controlling erosion from both wind and water d~ring operations and upon
completion.
K. Relative elevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
M. Schedule of operations, including completion date.
N. Copies of all materials required to be submitted to the State of Colorado or the U.S. Government. where
such agencies are involved in permit reviews and/or approvals.
O. An Engineering Geology Report shall include a description of the geology of the site, conclusions and
recommendations regarding the effect of geologic conditions on the proposed development. The report
shall contain opinions and recommendations pertaining to the adequacy of the site for the proposed
development and related grading/earthwork. Recommendations included in the Report and approved by
the Director of Public Works shall be reflected on the grading plans and specifications.
P. Soils Engineering/Overlot Grading Report. The soils engineering/overlot grading report shall include the
following minimum requirements:
I. Dala regarding the nature, distribution, and strength of existing soils;
2. Opinions, conclusions, and recommendations for grading procedures, slope stability, and site
adequacy for the proposed development;
3. Design criteria for any corrective measures.
1.IFORMS &: LETrERS\APPS &: PERMlTSIMajOf Gnding &: Fill Permit 00c
2
Rev 2105
Q. Submit copies of other permits as applicable for this project
I. NPDES/CDPS Permit, with Stormwater Management Plan (SWMP).
2. Corps of Engineers 404 Permit.
3. Division of Mineral and Geology (DMG Permit).
4. Performance Standards
The following provisions apply to Major Grading/Fill Permits for 20,00] + cuhic yards:
A. Setback. Subject to maintaining a thiny-foot setback from all propeny lines.
B. Roads. Subject to operators maintaining all haulage roads used in connection with this operation, under
their control or ownership, as much as possible in a dust-free condition. Such haulage roads shall not be
established along existing residential streets except as may be provided by a special permit. This shall not
preclude collector or major streets from being used for this purpose.
C. Fencing. The propeny containing the extractive operation shall be enclosed by a V -mesh, cyclone, chain
link, or other similar type metal fence with a minimum height of seventy-two (72) inches. Three (3)
strands of barbed wire shall be placed above the metal fencing and canted to a fony-five-degree angle to
the outside. At such time as the site has been rehabilitaled in conformance with the requirements as
contained herein, the fencing may be removed.
D. Erosion control. Provisions for control of wind and water erosion during operations shall be made and
followed. Wind-hlown materials or sediment loads shall not be allowed to escape the site.
E. Drainage. Debris and/or contaminants shall not be accumulated or discharged beyond the propeny line by
any means of transportation including that of natural drainage. The operation shall be conducted so that
the excavated area will not permit water of a stagnated nature to collect or remain.
F. Lighting. All exterior lighting shall be in compliance with section 26-503.
G. Restoration. All permits shall contain provisions for restoration of the property as near or closely as is
practicable to its prior natural state or condition or in such state or condition as the city council may
approve. Restoration of the site shall include replacement of topsoil wbich is spread evenly over the
rehabilitated sile to a depth comparable to that of adjoining areas. Propeny not ultimately used for lake
purposes or structures, etc., shall be planted with trees, shrubs, grasses or similar groundcover to preclude
erosion of the soil by either wind or water.
H. Bond. To insure restoration of the site as prescribed in subsection g., above, there shall be required at the
time the original permit is issued a performance bond naming the city council ofthe City of Wheat Ridge
as obligee in an amount and type to be determined by the city engineer, based on and with consideration
for the magnitude of the excavation activities and restoration requirements. In no instance shall the
amount of the bond be less than five thousand dollars ($5,000.00).
I. Insurance. Every operator, before commencing operations, shall be insured to the extent of two hundred
fifty thousand dollars ($250,000.00) per person, one million dollars ($1,000,000.00) per occurrence
against liability arising from production, activities or operations incidental thereto conducted or carried on
under or by virtue of any law, resolution or condition imposed by these regulations, and such insurance
shall be kept in full force and effect during the period of such operations, including site restoration. A
certificate indicating protection by such insurance shall be filed wilh the application for special permit.
J. Equipment. All equipment used shall be maintained and operated utilizing standard items, such as
mufflers, filters, etc., as much as possible to eliminate noise, vibration, dust, etc., which are injurious or
substantially annoying to persons living in the vicinity.
K. Hours of operation. All activities shall operate from 7 :00 a.m. to 5 :00 p.m. Operations shall not be
permitted on Saturdays, Sundays or holidays.
5. Conditions of Special Use Approval Pertaining to This Permit:
J:\FORMS &. LETIERS\APPS &. PERMJTS\Major Grading & Fill Pcnnitdoo:
3
Rev 2/05
6. Permit Fees'
10,001 to 100,000 cuhic yards
$325.00 325
plus, for each additional ] 0,000 cy
or fraction thereof _~. cy X $66.00/cy ~ $ _ 330
i!.1rf'
7000 3 !>
~ j S'z..
h If 1'762 ~
100,00] or more
$9]9.00
plus, for each additional 10,000 cy
or fraction thereof
cy X $36.50/cy ~ $
TOTAL
$ 655
.Wheat Ridge Code of Laws Section 5~ 76.
All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for
after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as
pTescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the] 00
year flood zone MUST COMPLY W]TH WHEAT RIDGE CODE OF LAWS, SECTION 26-80], FLOOD
PLA]N ZON]NG ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION OR PERMANENTLY ON THE JOB SITE.
, ~i~ture
~../~...r'-j'" ?---T"''- ~f~ce..r?'
~ { .&"S'>br....
~b7/0.5
Approva] Dat4
Owner's Signature (if differentlhan above)
J:IFORMS & LETfERS\APPS Iii. PERMlTS\Major G.ding &. Fill Permiuloc
4
Rev 2105
D5554 000037
rer~I~l~
COORS BR.E\1;lNG COMPANY
ATrENllON: ACCOL'NTS PAYABLE
PO BOX 889
GOLDEN, CO SO.uJl-0889
CITY OF WHEAT RIDGE
7500 W 29TH AVE
WHEAT RIDGE, CO 80034
rl!~I~l~
Check No.
Invoice
Number
7000354352
Date
Check Date:
Voucher
OD018-00DS9
OM
CITY DF WHEAT RIOGE
75DO W 29TH AVE
WHEAT RIOGE, CO 80034
0510312005
Vendor No.
Gross
Amount
.;. PLEASE FOLD ON PERFORATION AND DETACH HERE l
DDOD211188
Discount
KEEP THIS PART FOR
YOUR RECOROS
FDR IHQUIRIES CALL:
800-251-1228
Net
Amount
855.00
P4r.F ',1
COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address: /..,,-Q02 ,)7A~ h'wY,~
7i:,lV/P MFTFR Rr-/FA<;~
,c:-~ /v ~
/. > OCP/J.'<i .R...q;V/R...-=-/') e #-""1//\/
..bs~avN#-7"r ./V-F-o.A.tr'~ l/7//../7Y R2t.r
2. > /R}pr /PLy" . )"FflIRF 77?A// FoR / F~AC;'
/
/.~.//r /)/,ro^,^,~ /.Pu:? .P~.€./
/
.q. > OK 70 Lffb?V ~L//M l//f'/) 7;e> /
;fl477'"D /hN'n/r7n.R:5 .r /'1/..'1/.4//
41/?,.ev./A/~ RI,(~....,~ /hI';9'T ,-~A'LL B~
h~~/) /2"...4.&1-'.1<"" 77/e t/N/J&~clN'/,)
/M5'~A7bA/' '
When corrections have been made, call for re-inspection at
303-234-5933. ~
Date: ('JJ-I'237"7i" s:~_ '
Inspector
DO NOT REMOVE THIS NOTICE
Building Permit
CITY OF WHEAT RIDGE
7500 West 29TH Avenue
Wheatridge, CO 80033
303-235-2855
Permit Number
18859
6/17/2005
Inspection Line
303-234-5933
Residential Demolition
PROPERTY 15302
OWNER:
SH 58 Frontage Rd
Unit:
Description
2000 Sq. 1'1. Residential Demo.
IFEES
Fees
IDemolition Permit Fee
Total Fees
iCONTRACTORS
IName
IColorado Cleanup Corp.
I
IAUTHORIZATfo"NS
t[yge _______=
~Qg Approval
Units:
Occupancy:
Due
1$50.00
$50.00
I
I License #
122313
I
I
INotes
ISee Approved State Demo Itr.
Paid
1$50.00
$50.00
i:"':)~Yl'
IPhone
13038413881
I
I I
IApproved~
16/17/2005 I
~
~'. ":--'
Walls:
StorieS:
SqFeet:
Roof:
I hereby:certify th~ttlle setback diSl:inces proposed by this pennit application are accurate, aud do not violate applfeableonlbumees, rOleII or reguIations ofth!Clty of
Wheat Ridge or . veonnts,cascrncllts or restrictions ofrecordj that all measurements shown, and allegations made .are aeeuratej that I bave read and agree to abide, by
all conditions "jnt on, this aplllication,and Ibot I lIssume full responsibilllyfor compliance withlhe Wheat Ridge Building Code(U~B.C.) and allotherapplieable
WheatRidu ord" altees ~ underthispennit.
b/JJ/J6'
This permit 11'lIS issued in ileeordanee with the provisions set forth In your IIpplleadon and is subject to the laws of the State of Colorado and to the ZOiillig
RegulatiollsandBuilding Colle ofWhell1 Ridge, Colorado or any other applieable ordinances of the City.
This pennit shall cxpire if (A) the work authorized Is not commenced wilhln sixty (60) days from Issue date or (B) the buDdin:g lIuthillized is snspeIi.dedor
aballdllnedfllra perilld of 120 days,
'If this pCl'lnit expires;:1 lIeW permit may be a~quiredfor II flie of one-half the amount nOrmally required, provided ilochailges have been or wiD be madebltJi.'e
original plans and specilicationsand IIny suspension or, abandonment has nol exceeded one (1) year. Ifchanges lU'e made or lfsuspensIon or abandonment
exceeds one(l) year, fllllJcessha~ be paid for a new pennit.
Nowork of all}' ma~illcrsh"n bedone that ",iUchange the naturlllnowof\\,ale~cauSingadrainage problem.
C,;ntractor shallnOlify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wrltteIi.approvill on inspoction catd before
proeeedillgwithsueccssh"cph:lscsoftllejob.
The iSSlIailce of a'~knlli,t or the approval of drawings and spe~ifications shall not be tonsttued to be a permit for, nor an approval of, any violation of the
jJrlll'jsiollsofthc,buihljng('odesoranyotheroTdinanee,law,ruleorregulatlon,
ChicfBlIilding Inspect'w
Page lofl
Friday, June 17,2005
SIGNED DATE
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234.5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
k /E Cu, j..J t';dS./-EtZ/l/
s-/L}.,I,F' flS/LJ.<>/ .!;I "6'
.E>:l7 c.-4, 'c C':>
Propeny Owner:
Propeny Address:
Contractor License No.:
Company:
IS30 2-
,;Jyy'8'
/t"UC--1rr/l
Building Permit Number: //~. --', \
Date: / c1~ G\
1,1 i
I '
.' . "'i ,
!~~
Phone:
303-,;277'- 55//D
5-.'cvE //,4?~/
5<>3- ,;?J'C,.- /~.2.3
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone:
Building Dept. Valuation Figure: $
1 hereby certify that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurate; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat
Ridge Ordinances, for work under is ermil. Plans sub. ct to field inspection.
(OWNER}(CONTRACTOR): SIGNED DATE 9' h ~ 5'
(OWNER)(CONTRACTOR):PRINTED
SE/Z wee
DATE
Value;$
Permit Fee;$
Plan Review Fee;$
Use Tax:$
Total:$
/66>D
/
DescriptiDn: rA/S~tL /.:;1 OJ6,-yJ~ ;/4rO/Z-/l/Z'y Elcc.,0"C.4L
3"6.6 M.4/lc/Z .f::,r7... /c//(.N"'''/ 0ub"S./E/2N
Sq. Ft.added .:To!> T,;/(e ,-:'5 ;O/C5 C4ju~t[,AS
BUILDING DEPARTMENT USE ONLY
Sq.Ft.:
Walls:
fi'1O 5./61.- {,-L.
Electrical License No:.d ,;)] 3'2-
Company: fl"4c ,{,<J~ ,..',- /
c-/c:d?L.-
ExpiratiDn Date: .:2.65/07
Approval: /2C)<;'/~>1?,(J/l"" fY1c. t:dL
I
This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
the City.
This permit shall expire if (A) the work authorized is not commenced within sixty (gO) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
If this pennit expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the onginal plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. AU plan review
Is subject to field Inspections.
ZONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
IRE DEPARTMENT COMMENTS:
Approval:
Occu pancy:
Roof:
Stories:
Plumbing License No:
{.;.Company:
Expiration Date;
Approval:
(1)
(2)
(3)
(4)
(5)
(6)
Chief Building Official
SIC:
Residential Units:
Mechanical License No:
CDmpany;
ExpiratiDn Date:
Approval:
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RI[)GE,CO 80033 - (303-235-2855)
Building Permit Number:
18503
Date: 3/25/2005
Property Owner: COORS BREWING COMPANY
Property Address' 15302 state hwy 58 frontage rd
Contractor License No. : 22240
Company: Kiewit western
Phone: 279c6565
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Valuation:
Phone: (303) 979-9330
$0.00
$30.55
$0.00
$0.00
I hereby certify that the setback distances proposed by this permit application are accurate,and
do not violate applicableordinances,rules or regulations of the Gityof Wheat Ridge or
covenants; easemerits ot restrictions of record; that all measurements shown, and allegatio-ns
made are accurate; that I havc:l read and agreeto abide by all conditions printed on this
application, and that I assulTIe full responsibility for compliancewith the Wheat Ridge.Building
Code {I.B.C.} and all other applicable Wheat Ridge ordinances, for work under this permit.
Perrnit Fee:
Plan Review Fee:
Use Tax:
(OvVNER)(CONTRACTOR) SIGNED
DATE
Total:
$30.55
Use:
Description:
SET TEMPORARY TRAILERS FOR CONSTRUCTION SITE OFFICE.
BUILDING DEPARTMENT USE ONLY
~
Approval: TRC
Zoning:
",."rl'~~~t' '
,tl,I!I! u!l!!g ..om..m~
Approval' CR
SIC:
Sq. Ft.'
OK
NEED Tq BE INSP. BYTHESTATE OFCOLO~DO HOUSING
DIVISION FOR TIE DOWS. PERMIT EXPIRES EVERY 180 DAYS.
SECTION 3103
_i&'~''''' -_.
Ii1I!1Dn:Gl\v,dlF' :\!iO'''''''e''lS~l
...""""'=~"""'~-. "..~df~~~""""
Approval:
Occupancy:
ELECTRICALBYASEPARATE PERMITlF USING PERMANENT
POWER FROM XCEL
Walls:
Roof:
Stories:
Residential Units:
Electrical License No
Company:
Plumbing LicenseNo:
Cornpany :
Mechanical License No .
Company:
ExpirationDate:
Approval:
Expiration Date:
Approval:
Expiration Date.
Approval
(1)
This permitwas Issued in accordance with the provisions set forth inyopurapplication and is subject to the laws of the Stateof Colorad~~.l1d to th:eZoning
Regulations and BuildingCodeofWheat Ridge, Colorado or any otherapplicable ordinancesoftheCity. ',_ ','''..' _,' . " _ - _ ,'." ,", _ _', ','
This permit shall expire if (A) the work authorized is notcommencedwithi~sixty(60)daysJrom}ssuedateor (8) the building authorized is suspended or
abandoned fora period of 180 days. , _ ,: _,', ,'..."-"-,._.'<.,.'.....,..- .,.'." _,.
Jf this permit expires, a new permit may be acquired fora Jeeof one-half the amollnt normally required,: provided 1'10 changes have been orwiH be made ill the
original plans and specifications and any suspension or abandonmenthas:notexceeded one (1) year. .Ifchanges are IT!adeor if suspension or abandonment
exceeds one(1) year, full fees shall be paid for anew permiL .. ... .. ...... ..... ..... '
No work of any manner shall be done that will change the natural flow ofwatercausinga.drainage proble.m:
Contractors hall notify the Building Inspector twenty-four.(24) hours in advance for all inspections andsh~ll receive writt~n approvalon.inspection card before
proceediing with successive phases of the job. . . . . .. . . .. . .
The issuanc pennit 0 f drawings and specifications shall not be construed to be a permit for, nor an approval Of, any violation of the
provi . bui. codes or aily oth rdinan-ce, law, rule or regulation.
(3)
(4)
(5)
(6)
Chief Building Inspector
Please sign Terms and Conditions on reverse s.idllof page.
l'':I''!lI! .,.., ,"" ".,~, '''W1';-''''''''''''1'",IIl,,: ,.....~"~.i.II~~!.""'i'..t,M. <. "!I'!''''.''''''''~'"''''~,j,,,,,,,, "h~~"'""".""JIJ!V"",,,,,,",,...,.!,,.dlIIII~~,,,.-,,,,,,~.~1I1
COMMUNITY DEVELOPMENT DEPARTMENT
.U.I,.PI..G INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RII)GE, CO 80033 - (303-235-2855)
Building Permit Number:
Date:
t8503
3/25/2005
Property Owner: Kiewit western
Property Address: 15302 state hwy 58 frontage rd
Contractor License No. : 22240
Company; Kiewit western
OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: $03-979-'9330
Phone: (303)919-9330
Total:
$0.00
$30.55
$Q.oo
$3Q.55
I hereby certity Ihel the setback distances proposed by this permit application are accurate. and
do not vl~ate applicable ordinances. rul~s or regulations of th~ City of Wh~at Rldg~ or
covenants.,ea$emenls or restrictions of record; that all measurements shown, and allegations
made area!"l~rale: that I have read and agre~ to abide by all conditions printed on 1I11s
~ppllcation. ehd that I a.sume full responslblllw for oompllance with the Wheat Ridge Building
::N~::6~::;~~~::::: ~;::&?~ un~::ls ;-;~ r- Use:
Valuation :
Permit Fee :
Use Tax:
Description :
Add new temp construction trailers
BUILDING DEPARTMENT USE ONLY
SIC:
Sq. Ft.:
10\QIt5
Approval:
Occupancy:
Walls:
Roof:
Stories :
Residenlial. Units:
Electrical License No :
Company. :
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval :
Expiration Date:
Approval:
Expif'8tion Date:
Approval:
(1) This permit ~s issued in accordance with the provisions set forth in yopur application and is subject to the taWlofthe State of Cc:iloradp MdtO the Zoning
Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. . . '. . .' .
(~) Thlspermlt shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authOriZed is susp8nded or
~foraperlodof180days. .
(3) ,If thiS perrnitexpires, a new permit may be acquired for a fee of one-half the .amount normally required, provided nochang8s have.~orWlllbemade In the
"orIginaJ plans and s.pecIflC8tions and any suspension or abandonment has not exceeded one (1) year. If changes aN made or if au&pen81on or ~ment
8xt:eed1ii one (1) year, full tees shall be paid for a new permit.
(4) NQwqrk:ofany manner shall be done lhatwill change lhe natural flow ofwateir causing a drainage problem.. .' . ..... ..... ; ,
(5) .Con~r lllhall notify the Building Inspector twenty-four (24) hours In advance for all Inspections and shall receMt'wrItt.eh ~on1n$pi8diOf)card before
prQCe8dllng with successive phases of the job.
(6) Th8 Isiuance: of a or the approval of drawings and specifications shall not be construed 10 be a pennit for. nOr an approval of. any iIkJIatIOri Of the
prOvisions or any . , rule or regulation.
ector
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
Building Permit Number; "
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Propeny Owner:
Propeny Address:
Contractor License No.:
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Company: I'-I<<w'T \!JC"lT..... (", .
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Value:$
Permit Fee:$ 30.55
Plan Review Fee:$
Use TaJ{"~
Tota!:$
1 hereby certify that the setback distances proposed by this permit application are
accurate. and do not vtolate applicable ordinances. rules or regulations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurale; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable
Wheat Ridge Ordinances. for work under this pennit.
(OWNER)(CONTAACTOR): SIGNED ~ a9
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DATE ~(, <;/0';;
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(OWNER)(CONTRACTOR):PR1NTEO
DATE
Description:
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ONING COMMENTS:
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ccupancy:
Electrical License No:
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ExpiratiDn Date:
Approval:
Expiration Date:
Approval:
Expiration Dale:
Approval:
(1) This permit was Issued in accordance with the provisions set forth in your application and is subject to !he laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
1I1e CIty.
(2) This pennit shall expire if (A) the woOl; authorized is not commenced within sixty (60) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pannil
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for alllnspections and shall receive written
approval on inspection card before proceeding with successive phases of the job,
(6) The issuance of a permit or the approval of drawings and specifications shail not be construed to be a permit for. nor an
approval of, any violation of the provisions of the buikting codes or any other ordinance, law, rule or regulation.
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Page 1 of 1
Proposed Annexation - City of Wheat Ridge
Location: 8ecs. 19,20,29,30.1'38. R69W
N
A
hup:1 Iwww.co.jefferson.co.us/ext/ dpt/portal!cabela! aerial.jpg
3/1512005
APPLICATION FOR MAJOR GRADINGIFILL PERMIT
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APPUCANTS NAME: 0 alJfI as
APPUCANT'SADDRESS: tv'lF. ~iije, \dvt1.1, ^"~ IlhU'
(laol....C"'.-'Zip) ~J . I .
ADDRESSOFFILL:~{ '1:-1{};1 'h~11~ kJoyf;l If J;t'" -At ~ ~~lv1de. ;y)/tft1 of
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3. /~- 05"
DATE OF APPLICATION:
All permilli shall be applied for through the Public Works Department. An approved permil is effective for a
period of one (1) year from date Df issue and may be renewed. All fees shall be in accordance with those fees
established by the Unifonn Building Code or other applicable City adopted Resolutions or Ordinances.
Note: AU public improveme"ts, when cDII8I11IctetI, shtllJ be mllintaillell (by tire respective indivUlual(s) _dlor
company respoIUIlbIe for the constnu;tio" of tIuIt public _dlor priWlte improvellU!1Jt in the respeclive
development) 0" II dtdJy bosis, or os """ded, such thllt they ore free of mud and other collStl'llctio" debris
tf'lu:ldng from the sll& F tIilun to ooNlply with this requirelnent will result in tire ""f,"""""",t of Article II,
Specified N"isIIIICt!S, Sectio" 15.16 (4) of tire City of WheIlt RUlge Code of LlIws.
MAJOR GRADING. EXCAVATION. AND FIT .1. PERMITS
1. 10,001-20,000 Cuble Yards: Operations in which earth material fill or excavation exceeds 10,000 cubic
yanls, but does not exceed 20,000 cubic yanls, may be allowed by a permit issued by the City Engineer after
review of an application and supporting infDnnation. The follDwing infonnation sbalI be submitted with the
required application form:
A. A site plan, prepared and signed by a Colorado registered professional engineer, al a scale of no less than
I inch to twenty feet (I :20) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. LocatiDn and extent of areas to be filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site cont~ini"g an
established inigation ditch, a letter of approval from the appropriate ditch co~y sbal1 be required).
E. Location of existing and proposed poinlli of ingress.
F. LocatiDn and extenl Df existing vegetation. proposed changes in such vegetation and methods of
rehabilitation on site vegetation after earthwork operations are complete.
G. Erosion control plan.
H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet and spot elevations.
I. At least two cross sections (east to west and north to south) through the site showing depth offill andlor
excavation.
J. A drainage report may be required if site runoff characteristics are changed.
K. Relative elevations Df adjacent properties and structures.
L. Statement of purpose of intended fill andlor excavation.
2. Performance Standards
The fDllowing provisions apply to MajDr GradingIFill Pennilli for 10,000-20,000 cubic yanls:
A. Rehabilitation: Within thirtr (30) days after cessatiDn of ftlling and/or excavation. rehabilitation for the
site sbal1 have been completed in accordance with the approved plans. Rehabilitation sha11 consist of
leveling, grading, landscaping or any combination thereof 10 minimize potential erosion and be acceptable
to the City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer." For
the purpose of this Section, the term debris shall have the same meaning as the lerms "garbage, trash or
junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates
identified or classified as hazardous waste by local, smte or federal agencies be used as fill in any fill
areas within the City of Wheat Ridge.
C. Excavation and/or fill areas shall be graded to facilimte weed control until final grades are set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I).
D. In no event shall a single properly receive accumulative permits in excess Df twenty thousand (20,000)
cubic yaros within any consecutive twelve-month period, except as provided under paragraph 3. beIDW.
3. 20,001+ Cubic Yards: Dumping, landfill and/or extraction operations which exceed twenty thousand
(20,000) cubic yaros may be allowed in any zone district only by special use permit requiring public hearings
before the planning commission and city council under section 26-114. A Major Grading/FilI Permil may be
issued upon and in coofonnance with a Special Use Permit. The following information shall be submitted
with the required Major Grading/Fill Permit application form:
A A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than
I inch to Due hundred feet (I: I (0) which illustrates the following:
B. Location and dimensions of all property boundaries and structures on the site.
C. Location and extent of areas to he filled and/or excavated.
D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an
established irrigation ditch, a letter Df approval from the appropriate ditch company shall be required).
E. Location of existing and proposed points of ingress.
F. Location and extent of existing vegetation, proposed changes in such vegemtion and methods of
rehabilitation on site vegetation after earthworl< operations are complete.
G. ErosiDn control plan.
H. Grading plan with existing ( dashed lines) and proposed (solid lines) ground contours with contour
intervals of 2 feet and spot elevations.
I. Al least two cross sections (east to west and north to south) through the site showing depth offill and/or
excavation.
J. A Drainage Report and Plan, which identifies existing waterways and drainage courses, indicating any
changes, existing grades and proposed finished grades, and method of maintaining historic drainage trom
the site, and methods for controlling erosion from both wind and water during operations and upon
completion.
K. Relative elevations of lUljacent properties and structures.
L. Smtement of purpose of intended fill and/or excavation.
M. Schedule of operations, including completiDn date.
N. Copies of all materials req~d to be submitted to the State of Colorado or the U.S. Government, where
such agencies are involved in permit reviews and/Dr approvals.
O. An Engineering Geology Report shall include a description of the geology of the site, conclusions and
recommendations regarding the cffect of geologic conditions on the proposed development. The report
shall contain opinions and recommendations pertaining to the adequacy Df the site for the proposed
developmenl and related gradinglearthworl<. Recommendations included in the Report and approved by
the Director of Public Wotb shall be reflected 011 the grading plans and specifications.
P. Soils Engineerinw'Overlot Grading Report. The soils engineering/overlot grading report shall include the
following minimum requirements:
I. Dam reprding the nature, distribution, and strength of existing soils;
2. Opinions, conclusions, and recommendations for grading procedures, slope stability, and site
adequacy for the proposed development;
3. Design criteria for any com:ctive measures.
2
Q. Submit copies of other pennits as applicable for this project:
1. NPDES/CDPS Permil, with Stonnwater Managemenl Plan (SWMP).
2. Corps of Engineers 404 Pennit.
3. Division of Mineral and Geology (DMG Permit).
4. Performance StllDunIs
The following provisions apply to Major GradinglFill Permits for 20,00 1 + cubic yards:
A. Setback. Subject to maintaining a thirty-foot setback from all property lines.
B. Roads. Subject to operators maintaining all haulage roads used in connectiDn with this operation, under
their control or ownership, as much as possible in a dust-free condition. Such haulage roads sha1I not be
established along existing residential streets except as may be provided by a special permit. This shall not
preclude collector or major streets from being used for this pwpose.
C. Fencing. The property containing the extractive operation shall be enclosed by a V-mesh, cyclone, chain
link, or other similar type metal fence with a minimwn heighl of seventy-two (72) inches. Three (3)
strands ofbarbed wire sha1I be placed above the metal fencing and canted to a forty-five-degree angle to
the outside. At such time as the site has been rehabilitaled in confonnance with the requirements as
contained herein, the fencing may be removed.
D. Erosion control. Provisions for control Df wind and water erosion during operations shall be made and
followed. Wind-blown materials or sediment loads shall nol be allowed to escape the site.
E. Drai1l4ge. Debris and/or contaminants shall not be accumulated or discharged beyond the property line by
any means of transportation including that of natura1 drainage. The operation shall be conducted so that
the excavated area will not permit water of a "AIl"AtNl nature to collect or remain.
F. Lighting. All exterior lighting shall be in compliance with section 26-503.
G. Restoration. All permits shall contain provisions for restoration of the property as near or closely as is
practicable to its prior natura1 state or condition or in such state or condition as the city council may
approve. Restoration of the site shall include replacement of topsoil which is spread evenly over the
rehabilitated site to a depth comparable to that of adjoining areas. Property not ultimately used for lake
purposes or structures, etc., shall be planted with trees, shrubs, grasses or similar groundcover to preclude
erosion of the soil by either wind or water.
H. Bond. To insure restoration of the site as prescribed in subsection g., above, there shall be required at the
time the original permil is issued a performance bond naming the city council Df the City of Wheat Ridge
as obligee in an amount and type to be determined by the city engineer, based on and with consideration
for the magnitude of the excavation activities and restoration requirements. In no instance shall the
amounl of the bond be less than five thousand dollars ($5,000.00).
L Insurance. Every operator, before commencing operations, sha1I be insured to the extent of two hundred
fifty thousand dollars ($250,000.00) per person, one million dollars ($1,000,000.00) per OCCII1TeIlce
against liability arising from production, activities or operations incidental thereto cDnducted Dr carried on
under or by virtue of any law, resolution or condition imposed by these regulations, and such insurance
shall be kept in full force and effect dming the period of such operations, including site restoration. A
certificate indicating protection by such insurance shall be filed with the application for special permit.
J. Equipment. All equipmenl used shall be maintained and operated utilizing standard items, such as
mufflers, filters, etc., as much as possible to eliminate noise, vibration, dust, etc., which are injurious or
substantially annoying to persons living in the vicinity.
K. Hours of operation. All activities sha1I operate from 7:00 a.rn. to 5:00 p.rn. Operations shall not be
permitted on Saturdays, Sundays or holidays.
5. ConditloDll of SpecIal Use Approval Pertaluing to TIlls Permit:
- PU2nS'€. S:EE: A-7T~h S;JI -/
3
6. Permit Fees"
10,00 I 10 100,000 cubic yards
plus, for each additional 10,000 cy
or fraction thereof
$325.00
$66.00
TOTAL
J ;~i.
$919.00 I I I
2t';,
$36.50 5 '1m ,>
s li,itA!!i- l{1 'V
.Y. 11 /'10 'l
()It/~ &~
fvV-~1f
100,001 or more
plus, for each additiDnal 10,000 cy
Dr fraction thereof
"Wheal Ridge Code of Laws Section 5-76.
All pennits shall be applied for prior to fill deposition or excavation operations begin. Ally pennit applied for
after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Ally fill requested under this pennit within the 100
year flood zone ~ COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD
PLAIN ZONING ORDINANCE.
I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I
CANNOT START TIllS PROJECT UNTll. TIllS APPLICATION IS APPROVED. I SHALL COMPLY WITH
THE LAWS OF THE STATE OF COWRAOO AND WITH THE ZONING REGULATIONS AND BUILDING
CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE
IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT
PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION OR PERMANENTLY ON THE JOB SITE.
APPLICANT:
-g'I~"-0n.'5) ~!r,~
Appli es Signature
CITY OF WHEAT RIDGE:
~/f7 /os
Approval Date I
/,N:c..'"to'/ ~"G-" ~pd~""'cf r ~",(4~e
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hoo.>/".5 ,3/4J./7 c;.~A7
4
March 7, 2005
The following are lhe City Council conditions of approval for the Special Use Permit for
the Cabela's property:
1. Hours of operation shall be limiled to 7 a.m. to 9 p.m., six days a week, except for
April 15 to May 15, where it will be 7 days per week.
2. A community notificalion process shall be established and maintained for
questions and complainls regarding grading.
3. The applicants must adhere to the perlormance standards as listed in Section 26-
623 (C)(2) of the Code of Laws, with lhe exception of lhe requirement for fencing
and hours of operation.
4. The granl of use shall be for the applicants and may not be inherited.
5. There shall be no explosive devices used for lhe demolition or excavation of
maleriaL
6. For areas within 200 feet of residenlial properties, the hours of operalion shall be
Iimiled belween 7 a.m. and 7 p.m.
7. The applicants shall comply with the conditions of state permits regarding water
and air quality.
8. The applicants shall meet with adjacent homeowners to develop a noise
abatement plan, which is subject to City approvaL
9. Access to the sile shall be from McInlyre Street.
10. Violalions of any of the above conditions may be grounds for revocation of the
special use permit.
11. Approval of the special use permit shall no( become effective until the annexation
of the property becomes effecti ve.
'4\
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Oty 01_ Ridge
Departmenlof Publk: Works
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033
(303) 235-2861
FAX (303) 235-2857
DEPARTMENT OF PUBLIC WORKS
March 15,2005
William Willis, P.E.
Martin/Martin
12499 West Colfax
P.O. Box 151500
Lakewood, CO 80215
CtJ;e!a S
p:;' { !/
C~ [XiV~~~
Re: - Second Review Comments of the Mass Grading Permit Plans for the Cabela's/Coors Storage
Facility project.
Dear Mr. Willis,
I have completed the second review of the above referenced document received on March 14,2005, and
have the following comments:
This letter is to inform you that the Mass Grading Permit Plans for the above referenced project have
been reviewed and approved for use with the Major GradinglFill Permit Application.
The following Conditions of Approval were placed upon the Mass Grading Special Use Permit by the
City Council, and a copy of this letter stating the Conditions shall be included on the Major GradingIFill
Permit:
1. Hours of operation shall be limited to 7 a.m. to 10 p.m., six (6) days a week, except for April 15
to May 15, where it will be 7 days per week.
2. A community notification process shall be established and maintained for questions and
complaints regarding grading.
3. The applicants must adhere to the performance standards as listed in Section 26-623 (C)(2) of the
Code of Laws, with lhe exception of the requirement for fencing and hours of operation.
4. The grant of use shall be for the applicants and may not be inherited.
5. There shall be no explosive devices used for the demolition or excavation of material.
6. For areas within 200 feet of residential properties, the hours of operation shall be limited
between 7 a.m. and 7 p.m.
7. The applicants shall comply with the conditions of state permits regarding water and air quality.
8. The applicants shall meet with adjacent homeowners to develop a noise abatement plan, which is
subject to City approval.
9. Access to the site shall be from McIntyre Street.
10. Violations of any of the above conditions may be grounds for revocation of the special use
permit.
11. Approval of the special use permit shall not become effective until the annexation ofthe property
becomes effective.
Cabelas - Major Grading Permit Plans - approval.ltr
If you have any questions, please contact me at 303-235-2864.
Sincerely,
~ :, J' 4-'0_- -
David F. Brossman, P.L.S.
Development Review Engineer
CC: Alan White, Director of Community Development
Tim Paranto, Director of Public Works
Steve Nguyen, Engineering Manager
Bill Weyman, Field Services Supervisor
Travis Crane, Planner
File
2
Cabelas - Major Grading Permit Plans. approval.ltr
FOR IMMEDIATE RELEASE
Company Contact:
Chris Gay/Treasurer
308-255-2905
David Draper/Corporate
Communications
308-255-1244
Cabela's Incorporated
Investor/Media Contact:
Integrated Corporate Relations
203-222-9013
Investor: Chad A. Jacobs
Media: Mike Fox/Megan McDonnell
CABELA'S IN NEGOTIATIONS TO BRING NEW HUNTING, FISHING AND
OUTDOOR GEAR STORE TO WHEAT RIDGE, COLORADO
SIDNEY, Neb. (October 27, 2004) - Cabela's Incorporated (NYSE: CAB), the World's
Foremost Outfitter of hunting, fishing and outdoor gear, announced today it is in
negotiations with Coors Brewing Company to build a massive 200,OOO-square-foot store
in Wheat Ridge, Colorado, and plans to have it open for business by mid-2006.
The store, to be built as part of a development along 1-70, would be similar in size to the
Cabela's retail showrooms in Dundee, Michigan and Kansas City, Kansas. The newest
Cabela's store, a I 76,000-square-foot facility in Wheeling, W.Va., opened August 12.
The Colorado store will be built in Cabela's trademark style that evokes the feeling of the
outdoors. Cabela's stores are known as top-notch educational and entertainment
attractions, mixing a decor of museum-quality animal displays with colorful dioramas,
huge aquariums stocked with native fish and a centerpiece indoor mountain displaying
trophy animals interacting in realistic re-creations of their natural habitats.
To operate the new store, Cabela's expects to employ as many as 450 people who will
join the Cabela's family of more than 8,000 employees. Employees are expected to come
from Wheat Ridge and the surrounding area to join Cabela's family of staff members
famous for their outdoor lifestyle and intimate knowledge of outdoor products.
"Colorado is the epitome of the Cabela's brand, and its residents and visitors live the
Cabela's lifestyle," said Cabela's President and Chief Executive Officer Dennis Highby.
"Cabela's Wheat Ridge store will become a destination for outdoor enthusiasts and their
families traveling to and from the Rocky Mountains. Our stores are a way of bringing the
total Cabela's experience to our customers."
"And," Highby said, "we know with the many hard-working residents of the area we will
be able to find great employees who are as passionate about the outdoors as we are.
That's something we consider whenever we look for a new store location."
I
"We already feel very welcome in Colorado because so many people came together to
make this work," Highby said. "I especially want to thank Governor Owens for his
personal involvement in bringing the parties together."
Features that will greet visitors to the Cabela's store include:
. A towering mountain replica, the centerpiece of the store's open showroom, with
running waterfalls and streams, a trout pond and trophy animals in re-creations of
their distinct habitats. Similar mountains, each called Conservation Mountain,
have been built in other Cabela's stores as monuments to wildlife and salutes to
the sportsmen and women who support wildlife conservation.
. Walk-through, freshwater aquarium stocked with fish native to the area.
. Museum-quality representations of many wild-game species, including an
expansive diorama devoted to African game animals.
. A deli-style restaurant will feature delicious wild-game sandwiches, as well as
tamer fare.
. World-class Gun Library, providing gun collectors and aficionados the
opportunity to browse through a collection of examples of the gun-making art.
. Full-service fly-fishing shop, much like a store within a store, with the products ~
and helpful, experienced staff ~ for all fly-casters from novice to expert.
. Shooting gallery, providing fun along with the opportunity to learn basic shooting
skills in a safe environment.
. Indoor archery range where archers can test and fine-tune their equipment.
. Bargain Cave, featuring discount prices on returned and discontinued
merchandise.
About Cabela's Incorporated
Cabela's Incorporated, headquartered in Sidney, Nebraska, is the nation's largest direct
marketer, and a leading specialty retailer, of hunting, fishing, camping and related
outdoor merchandise. Since the company's founding in 1961, Cabela's has grown to
become one of the most well-known outdoor recreation brands in the United States, and
has long been recognized as the World's Foremost Outfitter@. Through Cabela's
established direct business and its growing number of destination retail stores, it offers a
wide and distinctive selection of high-quality outdoor products at competitive prices
while providing superior customer service. Cabela's operates as an integrated multi-
channel retailer, offering its customers a seamless shopping experience through its
catalogs, website and destination retail stores. Cabela's also issues the Cabela's Club@
VISA credit card through which it offers a related customer loyalty rewards program as a
vehicle for strengthening its customer relationships.
CAUTIONARY STATEMENT FOR THE PURPOSE OF THE SAFE HARBOR PROVISIONS
UNDER THE PRN ATE SECURITIES LITIGATION REFORM ACT OF 1995
This press release (other than historical information) contains "forward-looking statements" that
are based on the Company's beliefs, assumptions and expectations of future events, taking into
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account the information currently available to the Company. Forward-looking statements involve
risks and uncertainties that may cause the Company's actual results, performance or financial
condition to differ materially from the expectations of future results, performance or financial
condition that the Company expresses or implies in any forward-looking statements. These risks
and uncertainties include, but are not limited to: the ability to negotiate favorable lease and
economic development arrangements; expansion into new markets; market saturation due to new
destination retail store openings; the rate of growth of general and administrative expenses
associated with building a strengthened corporate infrastructure to support the Company's growth
initiatives; increasing competition in the outdoor segment of the sporting goods industry; the cost
of the Company's products; supply and delivery interruptions; adverse weather conditions;
fluctuations in operating results; adverse economic conditions; increased fuel prices; labor
shortages or increased labor costs; changes in consumer preferences and demographic trends;
increased government regulation; inadequate protection of the Company's intellectual property;
other factors that lhe Company may not have currently identified or quantified; and other risks,
relevant factors and uncertainties identified in the Company's final prospectus relating to its
initial public offering. The words "believe," "may," "should," "anticipate," llestimate," "expect,"
!1intend," "objective," "seek," upIan," "will" and similar statements are intended to identify
forward-looking statements. Given the risks and uncertainties surrounding forward-looking
statements, you should not place undue reliance on these statements. The Company's forward-
looking statements speak only as of the date they are made. Other than as required by law, the
Company undertakes no obligation to update or revise forward-looking statements, whelher as a
result of new information, future events or otherwise.
-END-
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