HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite#401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fu: 970-384-3470
Inspection Line: 970·384-5003
Building Permit No. 11223
Parcel No:
Locality:
Job Address: ·---···--------270~t:;Jear C[(lek Rd, De~eque
Use of Building: ______________ L.iquid Separator Ski9_Building _____ _
Owner:
Contractor:
Fees:
Clerk:
Plan Check:
Bldg Permit:
Chevron USA ----·---------···
Elkhorn Construction Inc
$ 81.41
125.25
Septic:
other Fees:
Total Fees: $ 206.66
·-·~-----·~·"--
Date: 2/4/2008 I
D
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8" Stree~ Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-82121 Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield-county.com
at the assessors office 970-945-9134)
of modular unit, and utility hookups
D
~ This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agenl If the signature below is not that of the Owner, a separate
lener of authority, signed by the Owner, must be provided with this Application.
I .ega! As.cess. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department
Other Permits. Multiple separate pl}nnits may be required: (1) State Electrical Pennit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit A Building Pennit becomes null and void if the work authorized is not oonuneneed within 180 days of the date ofissuance and if work is suspended or abandoned for a period of 180
days after cmrnnencement.
CERTIFICATION
I hereby certify that I have read this Application and that the information contained above is true and comx:t. I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to ae<:uracy,
Assuming completeness of the submittals and approval of this Application, a Building Permit wiU bll issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on
the submittals reviewed by the BW!ding Depamnent.
In consideration of the issuance of the Building Permit, I agree that land my agents will comply with provisions of any federal, state or lo<lallaw regulating the work and the Garfield County Building
Code, ISDS regulations and applicable land use regulations {County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked. upon notice from the County, if the location,
construction or use of the structure{s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Buildmg Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the
Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure{s) or fucility(ies) if such is in violation
of County Regulation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the work by lhe Building Department do not constitute an acceptance ofresponsibility or liability by the CQunty ofen:ors, Qmissions
or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without
limitation my architect designer, engineer and/ or builder.
I HEREBY ACKNOWLEDGE TIIAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
Special Conditions:
Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:
5i::J4o.ao 81.1 i {25-25
ISDSFee: Total Fees:
2-ew.&6 Egbfj _3({? k'3"q~:; (J)
I!J ~~~: ~ & Issued Date:
Setbacks: OCCGroup: ConstType: Zoning:
BL\\{EPT: ~ ~ PLNGDEPT: <
lj 0()!_ WfYj_ ~\~~~\ 1/~(.~ APPRo'#fff"\-.~ ~~~\ DATE APPROV ' DATE
l0;_0( -·~ ~d'/'-~.12
VALUATION FEE DETERMINATION
Applicant
Address
Date
Chevron U.S.A. Inc. Subdivision
2700 Clear Creek Road, De Beque, CO Lot/Block
_____________ Contractor
Finished {1ivable Area}:
Main sq. It
Upper sq. It
Lower sq.ft
Other sq.ft X $74.68
Total Square Feet 0 sq.ft
Valuation
Basement:
Unfinished sq.lt X $41.00
Conversion of Unfinished to Finished sq. It X $33.68
Total Valuation
Garage: sq.ftX $18.00
Carport: sq.ft X $12.00
Total Valuation
Crawl Space sq. It X $9.00
Total Valuation
Decks/ Patios
Covered sq.ftX $24.00
Open sq.ft X $12.00
Total Valuation
Commercial
Type of Construction:
Occupancy:
Modular set fee 560 sf X $9.00
sf X
sf X
sf X
sf X
sf X
Valuation
Total Valuation
Liquid Separator Building
0.00
0.00
0.00
0.00
0.00
5,040.00
5,040.00
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
Ref: Chevron Central Production Facility-Liquid Separator Skid
In order to understand the scope of the work intended under a permit application and expedite
the issuance of a permit it is important that complete information be provided. When reviewing
a plan and it's discovered that required information has not been provided by the applicant, this
will result in the delay of the permit issuance and in proceeding with building construction. The
owner or contractor shall be required to provide this information before the plan review can
proceed. Other plans that are in line for review may be given attention before the new
information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the
plans to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan and in order to determine compliance with the
building, plumbing and mechanical codes, applicants are requested to review the following
checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24'"' and
drawn to scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade
and original grade line. A section showing in detail, from the bottom of the footing to the top of
the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and
spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building
material. Engineered foundations may be required. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must
be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H.
windspeed, wind exposure B or C, and a 36 inch frost depth.
All sheets need to be identified by number and indexed. All of the above requirements must be
met or your plans will be returned.
All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to the
property lines from each corner of the proposed structure prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 30%
or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan
for the placement of any portion of a structure within 50 ft. of a property line and not
within a previously surveyed building envelope on a subdivision final plat shall be
prepared by a licensed surveyor and have the surveyors signature and professional stamp
on the drawing. Any structure to be built within a building envelope of a lot shown on a
recorded subdivision plat, shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes x
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual
Sewage Disposal System) and distances to the property lines, wells (on subject property
and adjacent properties), streams or water courses? This information must be certified by
a licensed surveyor with their signature and professional stamp on the design.
Yes No X Not necessary for this proj· ect ---ISDS will be permitted with
permanent restroom bu1!dmg
3. Does the site plan indicate the location and direction of the State, County or private road
accessing the property?
Yes x
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
2
Yes __ _ No Not necessary for this project X
1808 wilt be permitted with
permanent restroom building
5. Are the plans submitted for application review construction drawings and not drawings
that are stamped or marked identifYing them as "Not for construction, for permit issuance
only", "Approval drawings only", "For permit issuance only" or similar language?
Yes x No__ Not necessary for this project __ _
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes x No Not necessary for this project __
7. If the building is a pre-engineered structure, is there a stamped, signed engineered
foundation plan for this building?
Yes_x_ No__ Not necessary for this project __
8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes__ No__ Not necessary for project_x_
9. Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes__ No__ Not necessary for this project_x_
10. Do the plans include design loads as required under the IBC or IRC for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes_x_ No__ Not necessary for this project __
II. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes_x_ No__ Not necessary for this project __
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes_x_ No__ Not necessary for this project __
13. Is the wind speed and exposure design included in the plan?
Yes_x_ No__ Not necessary for this project __
14. Does the building section drawing include size and spacing of floor joists, wall studs,
ceiling joists, roof rafters or joists or trusses?
Yes_x_ No__ Not necessary for this project __
15. Does the building section drawing or other detail include the method of positive
connection of all columns and beams?
Yes x No Not necessary for this project __
3
16. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between tbe ridge and eave of a gable or shed roof or
the top of a flat roof? (Check applicable zone district for building height maximum)
Yes_x_ No__ Not necessary for this project __
17. Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase II certifications or Phase II EPA
certification?
Yes No Not necessary for this project_X_
18. Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the IBC or IRC?
Yes__ No__ Not necessary for this project_x_
19. Does the plan include a window schedule or other verification that egress/rescue
windows from sleeping rooms and/or basements comply with the requirements of the
IBCoriRC?
20.
21.
22.
23.
24.
25.
Yes No Not necessary for this project_x_
Does the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes__ No__ Not necessary for this project_x_
Do tbe plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally
used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub
enclosures and specify safety glazing for these areas?
Yes__ No__ Not necessary for this project_x_
Do the plans include a complete design for all mechanical systems planned for
installation in this building?
Yes_x_ No Not necessary for this project. __ _
Have all areas in the building been accurately identified for the intended use?
(Occupancy as identified in the IBC Chapter 3)
Yes_x_ No__ Not necessary for this project. __ _
Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes_x_ No__ Not necessary for tbis project __
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes x No -- --
2 -Natural gas catalytic heaters Not necessary for this project __
4
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
Yes No Not necessary for this grflj~et x Restrooms located at separate facility
----Uillng
Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes No Not necessary for this ~rej8Gt x
wlamg
Restrooms located at separate facility
Have two (2) complete sets of construction drawings been submitted with the
application?
Yes x No __
Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes_x_ No__ Not necessary for this project __
Does the plan accurately indicate what you intend to construct and what will receive a
final inspection by the Garfield County Building Department?
Yes_x_ No __
Do your plans comply with all zoning rules and regulations in the County related to your
zone district? For comer lots see supplemental section 5.05.03 in the Garfield County
Zoning Resolution for setbacks.
Yes x No __ _
Do you understand that approval for design and/or construction changes are required
prior to the implementation of these changes?
Yes x No ----
Do you understand that the Building Department will collect a "Plan Review" fee from
you at the time of application and that you will be required to pay the "Permit" fee as
well as any "Septic System" or "Road Impact" fees required, at the time you pick up your
building permit?
Yes_x_ No __
Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of the building?
Yes_x_ No __
Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must
comply with the Uniform Codes?
Yes x No ----
5
36. Are you aware that you must call in for an inspection by 3:30 tbe business day
before the requested inspection in order to receive it the following business day?
Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday.
Inspections are to be called in to 384-5003.
37. Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $50.00 re-inspection fee?
Yes_x_ No ___ _
38. Are you aware that prior to issuance of a building permit you are required to show proof
of a driveway access permit or obtain a statement from the Garfield County Road &
Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes x No ___ _
39. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumber to perform installations and hookups? The license number will
be required at time of inspection.
Yes x No ___ _
40. Are you aware, that on the front of the building permit application you will need to fill in
the Parcell Schedule Number for the lot you are applying for this permit on prior to
submittal of the building permit application? Your attention in this is appreciated.
Yes x No ___ _
41. Do you know that the local fire district may require you to submit plans for their review
of fire safety issues? Yes x No (Please check with the
building department about this requirement)
42. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a
grading permit?
Yes x
43. Did an Architect seal the plans for your commercial project? State Law requires any
commercial project with occupancy of more than 10 persons as per Section 1004 of the
IBC to prepare the plans and specifications for the project.
Yes No Not Necessary for this project __ x __ _
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my ability.
6
Signature./;~ f--. dw~ Date I /r:; /o 9
'4
Phone:.z'B'I-$"2'/-715:;-(days); 2'3'/-77 fo-12 95"" (evenings)
Project Name: Chevron Piceance Basin Natural Gas Development Program
Project Address: 2700 Clear Creek Road, P.O. Box 296, De Beque, CO 81630
Note:
If you answered "No" on any of these questions you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process. Delays in
issuing the permit are to be expected. Work may not proceed without the issuance of the permit.
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, please expect the
following:
A. The application may be placed behind more recent applications for building permits in
the review process and not reviewed until required information has been provided and the
application rotates again to first position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered "No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
October 2006
7
August 29, 2007
Mr. Fred Jartnan, Director
Garfield County Building; & Plamung Department
108 gth Street, Suite 40.1
Glenwood Springs, CO 81601
Re: Authorization to. Represent Chevron-
Ja.tnes S~. Talbot
Senior CoUns·el
Sally Cuffin, Washington Group International Inc.
Deat Mr, Bean:
law Department
North America ExJ)Ioratitiil
and Produ<;tion Company
11111 S. Wilcrest #N2Q06
Houston, Texas 77099·4397
Tel 281·561·3536
Fax 281·561·3515
jta!bot@chevron.com
Chevron U.S.A. Inc, (Chevron) has retained the services ofSally Cuffrt1 of the Washington
Group International Inc.. Ms. Cuffin will represent Chevron in facility pertnitting for our
Piceance Project in Garfield County, a role in which she will prepare and submit Special Use
Pertnit Applications, ISDS, building, grading, pipeli11e, road crossing and other rl)utine
construction related applications and infortnation on behalf of Chevron. Ms. Cuffin is also.
authorized to participate in dis.cussions b.t1fore appointed and elected boards regarding; the vmious
applications, however at such meetings, her authority to legally bind Chevron is limited to the
tem1s set forth in the Pennit Applications or other written documents filed on our behalf.
Sincerely,
cc: Nicole Jo!mson
Timothy Barrett
Sally Cuffin
From:
To:
CC:
Subject:
Date:
Attachments:
Jake Mall
Cuffin, Sally;
RE: Driveway permit exemption
Thursday, November 06, 2008 1:25:38 PM
Sally: you are exempt from the driveway access permit requirement for this project. Jake
-----Original Message-----
From: Cuffin, Sally <Sally.Cuffin@wgint.com>
Sent: Thursday, November 06,2008 12:48 PM
To: jmall@garfield-county.com <jmall@garfield-county.com>
Subject: Driveway permit exemption
Jake,
I just realized that I never got an official driveway exemption email
from you for buildings at Chevron's Central Production Facility. The
facility is located about 2.5 miles north of the end of CR 211 (near the
confluence ofT om Creek and Clear Creek).
Let me know if you have questions.
Thanks!
Sally Cuffin
(303) 843-2219
(303) 526-6514 (cell)
No. ----------~11~2~2~3~---Assessor's Parcel No. 2139-163-00-014.
Date 2/4/2009
rl:U.IU .. DBNC!l PERMIT CARD
Job Address __ _,2...,7_,0"'-0-"c"'le""a,_r_,c""'re"-'e'-"k'-'r_,d.._. ""'D"'e B,.,;e!i<.!qot>u..,e,__ ___ ___c. ____________________ _
Owner Chevron USA Address 11118. Wilcrest dr, Houston Phl>4:l~# 281-561-4991
Contractor Elkhorn Constrution Address 2181 45 1/2 rd, De Begue PI!PbmJl # 970-283-1009
Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning _____ __
Liquid separator skid building
Soils Test -.....,.---.-7'1----::---;;:----:-----
Footing :2,./?J::~~
Foundation i-J:0-d.(.Jfih1
Grout __ ...__ _________ ___
Underground Plumbing -------
Rough Plumbing ----------
Framing ____________ _
Insulation ----------------
Roofing---------------,-----Drywall ____________ _
Gas Piping--------------
INSPECTIONS
NOTES
Weatherproofing ___________ _
Mechanical _______________ _
Electrical Rough (State) --;;;r--.,.,.--,--;..-:-:;.------
Eiectrical Final (State) 2-fi'-!o(;df._
Final .2.d1--IO /Checklist CollJ.p~teci/ /Oii.(
Certificate Occupancy# (/i4:j_b .
Date ISSUBO 2· N•lD ' Septic System # _________________ _
Date --------------Final ____________ _
Other ----------------:-------
(continue on back)
UIL INGP
GARFIELD COUNTY, COLORADO
INSPECTION WilL NOT B!E MADE UNI!..ESS
HilS CI\RD IS POSTED ON THE JOB
IT
Date Issued ~..:=-"""_4,_~_0_Cf_._ _______ PermitNo.__/_~-------
AGREEMENT
In consideration of the issuance of the permit/ the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured for which this permit is
granted, and further agrees that if the above said regulations are not fully complied with in the zoning/ location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
Use_~(/IY4"d S~'D'Jlir "S141el I!1_M,.U..,d=~~----------
Address or Legal DescriptionAW cJt:(Jf" C~/it (t:lf I ~IJ!:.f!i""-=lfe.-"'---=-------
Owner CJJ~t,.ctPJ..,'fJt,.,IJ'""t1'-'-""~'!""-'"--------Contractor 7i/Jt !txJlf)..,__.~,._,~""'-"""'-'6"-----
Building PermitType _ _.UfJ""""Ifi."""'IIYJ"'"'-~"".....,=•lb',_/,"'---------------------
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing
?~ ok
Driveway
2•11-0"f IOrvL
Foundation I Grouting Insulation
;2 -)-o -o9i?m
Underground Plumbing Drywall
Rough Plumbing Electric FhraO)I (by State Inspector)
{Prior to Final)
J-?f-tO fly
Rough Mechanical Septic Final
Gas Piping FINAL
M1l1 J_-I 1-10
Electric Rough (by State inspector)
{You Must Call For Final Inspection)
(Prior to Framing) Notes
Framing
(to include Roof in place & Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970-384-5003 Ofiice 970-945-8212
1 08 8~h Street, Suite 401 Gienwood SprnngsT Colorado 81601
DO NOT DESTROY THIS CAR~D
· By TJoN~~tJ, !!J!r
PROTECT PERMIT FROM WEATHER AMA
(DO NOT LAMINATE)
2
3
4
5
6
. 7
CHEVRON PRODUCTION FACILITY
PICEANCE BASIN DEVELOPMENT
GARFIELD COUNTY, COLORADO
LIQUID SEPARATOR SKID BLDG. MBD-1075
(PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS)
RIO BLANCO
COUNTY
I L --~~1te-~-.
~ Township SS Range 98W Section \
,_.1 i\\
::::1! .-..... ~----->......
Rifle Sill
GARFIELD COUNTY
New
Castle II
lw L --~~)
Parachute 1 a
C):INITY MAP
r
DeBeque
Exit 62
MES_A_-----------_j;::)
COUNTY PITKIN COUNTY
~
' ...
"' '
"-sEE VENDOR DRAWINGS FOR PRE-FAB BUilDING~
~
FOR STAIR AND HANDRAIL DETAILS~
SEE OWG. 2033-30-Cl-1109-XX
r; ,.!; ·~~~~""~'";r,~;"0~~~~~:i; · · ~~ ~··i·~~~c.: .. , .·,i~ ·
I 37'-10" l ,s·-,o~ I
E9BUILDING ELEVATIONS
NTS
PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES
SECTION 36, T5S, R98W, 6TH PM
W 1/4 CORNER
SECTION 36, T5S, R98W _..
FOUND STONE W/POST ~ "!:'s
"''"'· ·~::'i. ""
LEGAL DESCRIPTION:
I/
)
I
/
A PARCEL OF LAND SITUATE IN TRACTS 103 AND 104 LOCATED IN THE NW 1/4 OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 98 WEST OF THE 6TH
PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, THE PERIMETER BEING MORE PARTICULARLY DESCRIBED FOR AREA AS FOLLOWS:
I
COMMENCING AT A FOUND STONE IN PLACE FOR THE W 1/4 CORNER OF SAID SECTION 36, WHENCE A FOUND 1924 GLO BRASS CAP IN PLACE FOR THE
NORTHWEST CORNER OF SAID SECTION 36 BEARS N00'04'39"W A DISTANCE OF 264-3.38 FEET, WITH All BEARINGS CONTAINED HEREIN BEING RELATIVE
THERETO; THENCE N16'38'57"E A DISTANCE OF 213.19' FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL DESCRIBED HEREIN: THENCE
N68'48'5.3"E A DISTANCE OF 740.3.3 FEET: THENCE S25'11'.30HE A DISTANCE OF 507.55 FEET: THENCE S55'02'.39"W A DISTANCE OF 887.02 FEET;
THENCE N14'22'17"W A DISTANCE OF 722.56 TO THE POINT OF BEGINNING, CONTAINING 11.19 ACRES MORE OR LESS.
NOTES:
1) THE PROPOSED SITE AS SHOWN AND DESCRIBED ABOVE IS NOT A BOUNDARY SURVEY AND NO MONUMENTS WERE SET, THE PURPOSE OF THE ABOVE
LEGAL DESCRIPTION WAS TO DESCRIBE THE PERIMETER AND AREA WITHIN CHEVRON PROPERTY FOR THE PROPOSED SKINNER RIDGE CENTRAL
COMPRESSION FACILITY.
2) THE CENTRAL fACIUTlES EQUIPMENT ARRANGEMENT AS SHOWN ABOVE WAS PREPARED BY URS -WASHINGTON DIVISION PER PLAN
PBSR-59836AVf-CIV-LAY-URS-00000-00D05-00, REV 0, DATED APRIL 22, 2008.
1~' 0 ·~· ~--I GRAPHIC SCALE IN FEET
I INCtl ~ 1SO fW
SURVEYOR'S CERTIFICATE
I, George R. Bouer: o Professional Lond Surveyor in the Stote of
Colorado do hereby certify thot this Survey wos mode under my
direct supervision, ond thot this Site Pion represents soid Survey.
COLORADO P.LS. 27925
F'IOIEF'A!OIIiiD 1"0101,
Ci-!liiYI::<ON U.S.A INC.
COI\Ii!>TI'I!UCTION i!>UI'I!VS'Ti'>, INC.
Oii:'l2 i!>UNI'I!Ii!>E 6L. YD. PBSR-59838AVF-CIV-SRV-CSI-00000-00001-U02
i!>IL. T, CO 61~!02 DRAWN BY: BLM CHECKED BY: GRB PWO:CHEVRON CENTRAL-fACILllES
DATE:04 29 08 SCALE: 1" = 150' SHEET: 1 Of' 1
Group W Engineering, Bnc.
871 South Dudley Street
lakewood, CO 80226
(303) 969-9774
Structural Calculations
GWE Project #0823
For: J.W. Williams, Inc.
Piceance Development Project
MBD-1075 Liquid Separator Skid
)
Company
Address
City, State
Phone
other
Group W Engineering
871 S. Dudley St
Lakewood, CO
303-969-9774
groupwengialaol.com
JOB TITLE Chevron MBD-1075 & 1040
JOB NO. 0823 SHEET NO. I
CALCULATED SY~E~C:=::_------DATE --9/2Ji58
CHECKED BY WGR DATE
W\\-W,s1ruware.Col11
STRUCTURAL CALCULATIONS
FOR
Chevron MBD~1075,
)
Company
Address
City, State
Phone
other
Code Search
I. Code: International Building Code 2003
11. Occupancy:
Occupancy Group = Hi. High-Hazard
Ill. Type of Construction:
Fire Rating:
Roof= O.Ohr
Floor= 0.0 hr
IV. Live Loads:
Roof angle (~) 1.14/12 5.4 deg
Roof 0 to 200 sf: 20 psf
JOB TITLE ChevronMBD-1075
JOB NO. ~~-----SHEET NO. _:.lA'-'--:c;=c-
CALCULATED BY DATE 9/2/08
DATE
www.struware.com
200 to 600 sf: 24 -0. 02Area, but not less than 12 psf
over 600 sf: 12 psf
Floor
Stairs & Exitways
Balcony I Deck
Mechanical
Partitions
250 psf
100 psf
NIA
NIA
V. Wind Loads : ASCE 7 -02
Importance Factor
Basic Wind speed
Directionality (Kd)
Mean RoofHt (h)
Parapet ht above grd
Exposure Category
Enclosure Classif.
futernal pressure
Building length (L)
Least width (B)
Kh case 1
Kh case 2
us./
90mph
0.85
14.0 ft
14.0 ft
c
Enclosed Building
+/-0.18
34.5 ft
14.0 ft
0.849
0.849
Topographic Factor (Kztl
Topography 2D Escarpment
15. J f\
25.0 f\
Hill Height (H)
Half Hill Length (Lh)
Actual H!Lh
UseH/Lh
ModifiedLh
From top of crest: x=
Bldg up/down wind?
H!Lh= 0.50
x/Lh = 0.89
z/Lh = 0.50
At Mean Roo fl-It:
0.60
0.50
30.2 f\
27.0 f\
downwind
Kzt = (l+K1K2K3)'2 =
0.425
0.776
0.289
!.200 20 RIDGE or 30 AXISYMMETRICAL HILL
Company
Address
City, State
Phone
other
Transverse Direction.
Kz=Kh=
Base pressure (qh) =
GCpi=
0.85 (case 1)
17.2 psf
+1-0: \8
JOB TITLE Chevron MBD-1 075 & 1040
JOB NO. _::0_::82::::3c_ _____ SHEET NO. 2
CALGULA TED BY EC DATE 9/2/08 _ _.:::.:::.:::::_
CHECKED BY WGR DATE
Longitudin~l Direction
Edge Strip (a)
End Zone (2a)
Zone.2.length =
Torsional loads are
25% of zones l -4.
See code for loading
diagram
.·
3.0 ft
6.0 ft
7.0 it
Transverse Direction Longitudinal Direction
pcrpendicUlnr 0 .. 5.4 tl~g Parallel e 0.0 deg
Surface GCpf w/-GCpi w/+GCpi GCpf w/~GCpi w/+GCpi
I 0.40 0.58 0.22 0.40 0.58 0.22
2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87
3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55
4 -0.29 -0.11 -0.47 -0.29 -0.11 . -0.47
5 -. -0.45 -0.27 -0:63 -0.45 -0.27 -0.63
6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63·
IE 0.62 0.80 0.44 0.61 0.79 0.43
2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25
3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71
4E -0.44 -0.26 -0.62 -0.43 -0.25 -0.61
Wind Sur:l'ace pressures (psf)
1 10:1 3.9 10.0 3.8
2 -8.& -15.0 -8.8 -15.0
3 -3.3 -9.5 -3.3 -9.5
4 -2.0 -8.2 -1.9 -8.1
5 -4.7 -10.9 -4.7 -10.9
6 -4.7 -10.9 .:!J-_7 -10.9 -·
IE ( 13J-(,xl~ 7.5 ~)U.)61&1.4 .C..0NS G/ZV<TT• V:~'-)"
2E -15.3 -21.6 -15.3 -21.6 P.t:st G-Jv.Si) 1'011-3E -6rl'\ -12.3 -6.0 -12.2
4E 6v)es -10.6 /-4:~u)o :;' -10.5 lio P<>F VJuJ QuJl)fZ z.c.
'---" 5 p;;p LG~EW1?l-IJ
IEP.t7!{1..(?" Sv!'tP4tf e.>.Jlifi<> $V;1nrc.6 /IJ 5oTif P 1 flBI:.(I ot1.15;.
WlNDWJ\11.D
Windward roof overhangs: -11.7 psf (upward) add to windward
roof pressure
0\1ER.HANG ffi WH'IDWP.RDROOF . l 1 l l l l l I LEEWARDRCDF _________ tt !lt! tJ
~~~~ Parapet
Wind\vard parapet: 31.5 psf (GCpn=+1.8)
-19.3 psf (GCpn = -1.1) Leeward parapet:
Horizontal MWFRS Simple Diaphragm ·Pressures (psD
Transverse direction (normal to L)
Interior Zone: Wall 12.0 psf
Roof -5.5 psf
End Zone: Wall 18.1 psf
Roof -9.2 psf
Longitudinal directjon (parallel to L)
Interior Zone: Wall 11.9 psf
End Zone: Wail 17.9 psf
TR.A..l'TSVE:RSE ELEVATION
ffi VIINOWJ>.RDROOf t t l l t ! I ,'-'f'f'f't'f)
VERTJCi',L
LONGITtTDD.-TALELEVATION
)
Vii. Snow Loads :
Company
Address
City, State
Phone
other
Roof slope
Horiz. eave to ridge dist (W) =
Roof length parallel to ridge (L)""'
5.4 deg
7.0 ft
34.5 ft
Hip and gable w/ trussed systems Type of Roof
Ground Snow Load
Importance 9tegmy
Importance Factor
Tbennal Factor
Exposure Factor
Pg ~ 65.0 psf
]]]
I = 1.1
Ct = 1.10
Ce = 0.9
Pf= 0.7"'Ce*Ct*l*Pg
Pfmin
Flat Roof Snow Load Pf =
Rain on Snqw Surcharge Angle
Code Maximum Rain Surcharge
Rain on Snow Surcharge
Unobstructed Slippery
Surface (per Section 7.4)
Sloped~roofFactor Cs =
49.5 psf
22.0 psf
49.5 psf
2.38 deg
5.0 psf
0.0 psf
no
1.00
JOB TITLE Chevron IvfBD-1075 & 1040
JOB NO. 0823
cALCt,JlATED.BY EC
CHECKED BY WGR
Terrain
A
B
c
D
Above treeline
Alaska~no trees
SHEET NO.
DATE
DATE
EXposure Factor, ·Ce
3
9/2108_
Exposure of roof
Fully Partiallv Sheltered
nfa 1.1 1.3
0.9 1.0 1.2
0.9 1.0 1.1
0.8 0.9 1.0
0.7 0.8 nfa
0.7 0.8 nfa
Design Roof Snow Load {Ps) 49.5 psf ("balanced" snow load) NOTE; Alternate spans of continuous beams
and other areas shall be loaded with half the
design roof snow load so_as to produce the
g~:eatest possible effect~ see code.
Building Official Minimum 49.5 psf
Unbalanced Snow Loads~ for Hip & Gable roofS' only
70/W+O.S
Windward snow Joad =
Leeward snow load =
l05deg Unbalanced snow loads are not required
49.Spsf
Leeward Snow Drifts~ from adjacent higher roof
Upperrooflength 1u =
Projection height h =
Building separation s =
Adjacent structure ·factor
Snow density Y =
Balanced snow height hb =
he~
49.5 psf
O.Oft
O.Oft
O.Oft
l.UO
22.5 pcf
2.21 ft
-2.21 ft
hclhb <0.2 ~ -1.0
Drift height
Therefore, no drift
Drift width
Surchar~e load:
hd =
w=
pd ~ g'hd~
0.00 ft
-17.66·ft
OoO psf
Windward Snow Drifts .. Against walls. paraoets. etc more than 15' long-·
Building roof length lu -0.0 .ft
Projection heiJ;ht h = 0.0 ft
Snow density "( = 22.5 pcf
Balanced-snow height hb = -2.2.1 ft
hclbb <0.2 ~ -1.0
Drift height
Drift width
Surcharge load:
he = -2.21 ft
Therefore, no drift
hd =
w=
pd = g'hd=
6,oo ft
-!7.66 ft
0.0 psf
h
)
JoB TITLE Chevron MBD~ 1075 & l 040 Company
Address
City, State
Phone
other
JOB NO, 0823 SHEET NO. ____ _:4::_ CALCULATEDBY~E;';Co:=--------DATE 9/2/08 ----"'= CHECKED BY WGR DATE
VI. Seismic Loads: IBC 2003
Seismic Use GrOup:
Importance Factor (I):
Site Class:
Ss (0.2 see)=
Sl (!.Osee)=
Fa=
Fv=
1.496
2.400
Il
1.25
D
38.00,%g
9.00 %g.
Seismic Design Category "" C
Number of Stories:
Stmcture Type: Not applicable
Plan Structural Irregularities: No plan Irregularity
Vertical Structural Irregularities: No vertic~llrregularity
Flexible Diaphragms: Yes
Sms=
Sml =
Building System: Building Frame Systems
0.568
0.216
Sds =
Sd1 =
Seismic resisting system: Ordinary steel concentrically brnceJ} frames
System Building Height Limit: Height not linrlted
Actual Building Height (bn) = 14.0 ft
DESIGN COEWJCIEN'J'S AND FACI'ORS
Response Modification Factor (R) =
System Over..Strength Facto.r (Qo) =
Deflection Amplification Factor (Cd) =
Sds~
Sdl ~
5
2
4.5
0.379
0.144
JBCi003
Simplified Analysis
5
2
4.5
Code Reference Section for Detailing: AISC Seismic Section 14
Seismic Load Eflbct (E)-p Q, +/-0.2Sp 8 D
·Special Seismic Load Effect (Em)= Qo Q, +/-0.2Sos D
-p Q, +/-
= 2.0 Q, +/-
PERMITTED ANALYTICAL PROCEDURES
Index Force Analysis (Seismic Catego>:y A only)
Shnplified Analysis Method Not Permitted
Equivalent Lateral~ Force Analysis
Buildin8 period coef. (Cr) =
Approx fundamental period (Ta) ~
User calculated fundamental period (T) =-
Seismic response coef. (Cs).=
need· not exceed -Cs =
but not less than Cs =
USECs=
• Pennitted
0.020
Crh:=
Sdsl/R =
Sd!l/RT=
0.044Sdsl =
Method Not Penuitted
0.145 sec
0 sec
0.095
0.249
0.021
0.095
x.=0.75
0.379
0.144
Design Category ==
Design Category=·
0.076D
0.076D
p = redundancy coefficient
Qs = horizontal seismic force
D=deadload
CQ = !.61
Tmax = CuTa = 0.233
UseT= 0.145
Design Base Shear V ~ 0.09SW (..PN'5G'f/,v(fT11)fL.. !.{
Model, Linear & tionlinenr Response Analysis -Permitted (see code for procedure) U:'>GD \) '= 0. / 0'
ALLOWABLE STORY DRli'I'
Stmcture Type: All other strucnues
Allowable story drift= 0.015hsx where hsx is the story height below level x
c
c
)
)
Company
Address
City, State
Phone
other
Group \V Engineeri11g, Inc.
87 IS. Dudley St.
Lakewood, CO 80226
303-969-9774
groupweng@aol.com
JOB TITLE Chevron MBD-1075 & 1040
JOB NO. 0823 CALCULATEOBY~E~C~-----------
CHECKED BY WGR
CODE SUMI\'LO-RY
Intemarionn! Building Code 2003
Live Loads:
Roof 0 to 200 sf: . 20 psf
200 to 600 sf: 24-0.02Area, but not Jess than 12 psf
over 600 sf: I 2 psf
Floor
Stairs & Exitways
Balcony I Deck
Mechanical
Partitions
Dead Loads:
Floor
Roof
Roof Snow Loads:
Design Roof Snow load
Flat Roof SnoW Load
Snow Exposure Factor
Importance Factor
Thermal Factor
Ground Snow LOad
Rain 011 Snow Surcharge
Sloped-roof Factor
Wind Design Data:
Basic Wmd speed
Mean RoofHt (h)
Building Category
Importance Factor
Exposure Category
Enclosure Classif.
Internal pressure Coef.
Directionality (Kd)
Earthguake Design Data:
Seismic Use-Group :
Importance Factor
Mapped spectral response
accelerations
Site Cinss
Spectral Respons~ Coef.
Seism\c Design. Category
Basic Structural System
·Seismic Resistihg System-
Desig11 Base Shear
~eismic Response Coef.
Response ModifiCation Factor
Analysis Procedure
250 psf
100 psf
NIA
NIA
82.4 psf
6.8 psf
Pf =
Ce =
I =
Ct=
pg_ ":
Cs =
90mpb
14.0 ft
IV
iJ5
c
Enclosed .Building
+/-0,18
0.85
I =
Ss =
SI -
Sds =
Sd! ~
49.5 psf I
49.5 psf
0.90
1.!0
1.!0
65.0 psf
0.0 psf
!.00
u
!.25
38.00 %g
9.00. %g
D
0.379
O.I44
c
= Building Frame §ystems
= Ordinary steel' concentrically braced frames
V= 0.09SW
Cs = 0.095
R= 5
= Equivalent Lateral-Force A11alysis
SHEET N0. ___ =~5
DATE _ _;9'-'i2J:::Ooc8
DATE
www.struware.com
)
)
Company Group W Engineering,. Inc. JOB TITLE Chevron MBD~l075 & 1040
Address 87 lS. Dudley St.
City, Siaie
Phone
other
Lake,vood, CO 80226
303-969-9774
group\veng@noJ.com
JOB NO. 0823
CALCULATED BY ~Eo;.C;=------
CHECKED BY WGR
CODE SUMlvlARY-continued
Component and cladding wind pressures
Roof
C&C<90 feet
·Area
Negative Zone 1
Negative Zone 2
Negative Zone 3
Positive All Zones
Overhang Zone 1&2
Overhang Zone 3
Wall
Area
Negative Zone 4
Negative Zone 5
Positive Zone 4 & 5
Surface Pressure (psf)
10 sf 50 sf 100 sf
-20.3 -19.1 -18.6
-34.1 -25.7 -22.1
-51.4 -30.9 -22.1
10.0 10.0 ]0.0
-29.3 -28.1 -27.6
-48.3 -24.2 -]3.8
Surface Pressure (psf)
IOsf JOOsf 500sf
-20.2 -17.4 ;45:5 ')
-24.8 -19.3 "·45.5--/
18.6 15.9 -:j,j])
SHEET NO. --=-:;:';:-5 A
DATE 9/'}}08
DATE
www.stroware.com
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D2re Checked Chocked By Job Number By
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Project
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Date Calc. No. Sheer No.
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Subject
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(?>s,o_. o!
Calc. No. Sheer No.
To AcwuPT tt-'fL
fV\.!SC. P' ?t:='";:}
·,jd-1 ')CC , ..... ,..-' , '-· vJ _. •,::...· .... ~
'1--':"o f'l
( Z'lSFr:Ao.Gt-?;=)(9: Z.b'rr) ( 0/2>5 IC>.~ ~ 5~./1<( rf' '? 3cr.:r11 .0e:6 trBoul5
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-(50-I krp ? 4-0:/K. -. _ _
_ ; • oK L---( S bF SliCCTforJ G
.t-op ... _ Lt'ET !r·._Jr:7\ P1 Pt r){f'> L..-of::t) /:·S::..•.Jf'./.8 Nr:.) -
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L__:__ _________ ...;.._:__ ____ ....L__~----
. ,oads; BLC .l, OL(bldg)
1,~3=-ro::.u::.!p::_:_W:_:·_:E::.n;.;;g~in:.:.e:..:e:.:.ri.:.:n;cg __
EC
0823
MBD-1075 (Operating)
1
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~ 'I
L
Sept?, 2008 at 12:24 PM
Operating Loads - 1 075.r3d
)
'ads: BLC 2, SL (bldg}
r3roup W. Engineering
EC
0823
MBD ~ 1075 (Operating)
Sept?, 2008 at 12:24 PM
Operating Loads - 1 075.r3d
1ads: BLC_ 3. OL (piping+llquid)
/~ou.cp...:W:.:..:... =En:.:;g~in.:ce...:e...:ri...:ng"--j
EC
0823
MBD-1075 (Operating)
3 <;(J l-?si"
p tfli/V b., (._gk-r:)
Sept 7, 2008 at 12:25 PM
Operating Loads • 1 075.r3d
l
.oads: BLC 4, LL(DeckUve)
,.3roup W. Engineering
EC
0823
MBD • 1075 (Operating)
Sept 7, 2008 at 12:25 PM
Operating Loads. t075.r3d
y ,Asi, !
X
)
i
)
Loads: BLC 5, SelfWeight
; Group W. Engineering.
EC
0823
MBD-1075 (Operating)
Sept 7, 2008 at 12:25 PM
Operating Loads -1 075.r3d
)
I
)
i
·I
L--·~' ;:--:,.,.----~--=--------i;;:--------..l,\
.pads; BLC 6, Wind(Transv.)
13roup W. Engineering
EC
0823
MBD-1075 (Operating)
Sept 7, 2008 at 12:26 PM
Operating Loads • 1 075.r3d
A:,
)()Sl. I I z X I
)
I
/ .
oads: BLC 7. Wmd(Lon !j1.)
1 lroup W. Engineering
EC
0823
MBD-1075 (Operating}
Sept?, 2008 at 12:27PM
Operating Loads -1075.r3d
i '
I y I 4il· Z X
)
loads: BLC 8, Seismic(Transv .)
So!ullon: Envelope
/3roup W. Engineering
EC
9823
MBD -1075 (Operating)
Sept 7, 2008 at 1:02 PM
Operating Loads -1 075.r3d
)
I
)
1 .oads: BLC 9, Seism!c(Longit.)
olu!ion: Envelope
3roup W. Engineering
EC
0823
MBD -1075 (Operating)
~--At• D.' L. ~~) V-
/ 561SN\\C..
~-::on_.c..e; e:;:;;
Sept 7, 2008 at 1 :02 PM
Operating Loads • 1 075.r3d
r-----v ~~ ------~------~-~
~xi z
)
)
:Oiullon: En~telope
13 roup w. Engineering MBD-1075 (Operating)
EC
0823
!.
I/ /I
I !
I
Sept 7, 2008 at 12:29 PM
0 eratlng Loads-1075.r3d p .
)
)
Solulion: Envelope
J3roup W. Engineering
EC
0823
MBD • 1075 (Operating)
Sept 7, 2008 at 12:30 PM
Operating Loads • 1 075.r3d
I Ail
I z X I
}
Solullon: Envelope
Group W. Engineering
EC
0823
.... ,:-rJk,
•• ¥-··-:::>·· ,I "-. -···
MBD -1075 (Operating)
Sept 7, 2008 at 12:30 PM
Operating Loads -1075.r3d
Company Group W. Engineering
Designer EC
Job Number 0823
) Basic Load Cases
MBD -1075 (Operating)
Sept 7, 2008
1 :03 PM
Checked By:
Rl r, I X (.;re .. V r,., Z Grav . Joint Point nlohih . I .
1 m blda nl 14
···2''. . ' • .. o;C: ... bide' . . : >'•··•./eo :'< '····'' . ~~ ·. · · <in/ P:'"'·'' ,.
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2
~····· .. , ..
80
Load Combinations
Company
Designer .
Job Number :
Group W. Engineering
EC
0823 MBD · 1075 (Operating)
Sept 7M2oos
1:03 p
Checked By:
Company
Designer
Job Number
Group W. Engineering
EC
0823 MBD -1075 (Operating)
RISA-3D Version 7.1.1 [C:\Persona~Bill Rose\Chevron 1 075\0perating Loads -1 075.r3d]
Sept 7, 2008
1:03PM
Checked By:
Page29
Company
Designer
Job Number
Group W. Engineering
EC.
0823 MBD -1075 (Operating)
) Envelooe AISC ASD Steel Code Checks (Continued)
Sept 7, 2008
1:03PM
Checked By:
Page 30
Company
Designer
Job Number
Group W. Engineering
EC
0823 MBD -i 075 (Operating)
Sept 7t ?008
i :03 PIVJ
Checked By:
Page 31
)
Company
Designer
Job Number
Group W. Engineering
EC
0823 MBD -1075 (Operating)
RISA-3DVersion 7.1.1 [C:\Personai\Bill Rose\Chevron 1 075\0perating Loads -1 075.r3d]
Sept 7, 2008
1:03PM
Checked By:
Page 32
Company
Designer
Job !'lumber
Group W. Engineering
EC
0823 MBD -1075 (Operating)
) Joint Coordinates and Temperatures (Continued)
Label l<rftl v fft 7 rft:
81 21.17 1::! R 14
i'Ulitll"'::,•:,:. -.,.:,,;: ··· '.'·{';c_··'···. f":J:C•.'·<:.''28)'• ' ·, · . .' f'.<,:·c;,···''·l4 ·' ·· ·
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Sept?, 2008
1:03PM
Checked By:
. (]' .•. '{'1 .•. ·· . •i'(if'·'· .
·.·.·.·:;-c
RISA-30 Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1075\0perating Loads-1075.r3d] Page 33
/
oads: BLC 1, DL(b!dg)
1roup W. Engineering
1:C
0823
P~t~Ji:3L D L-,.
M BD - 1 075 (Lifting)
Sept 7, 2008 at 1:41 PM
L'1ft'mg Loads -1075.(.Jd
I
·'
zofSF
MISC·
-PtP' /\) &.
/){,
.oads: BLC 3, DL {pJplng)
>roup W. Engineering
'Ec
0823
MBD - 1 075 (Ufting)
Sept 7, 2008 at 1:42PM
Lifting Loads • 1 075.r3d
rv
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Group W. Engineering
EC
0823
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Sept 7, 2008
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0823 MBD-1075 (Lifting)
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Sept 7, 2008
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EC
0823 MBD-1075 (Lifting)
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Subject:
Wednesd;y, September 03, 2008 6:08-PM
Fwd: Vessel Weights
From: GFoster@jwYJilliams"ftint.com
To: GROUPWENG@aol.com
Sent: 9/3/2008 3:24:32 P.M. Mountain Daylight Time
Subj: Vessel Weights
Bill,
These are calculated weights with no adjustments taken.
Gas Separator
MBD-1040
. Empty Weight 17,400 lbs .
Test Weight 33,000 lbs.
Liquid. Separator
MBD-1075
Empty Weight 14,600 lbs.
Test Weight · 46,100 lbs;
George Foster
Engineering & Estimating Manager
J. W. Williams Inc.
(936) 931-2424
9/3/2008
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RISA-30 Version 7.1.1 {C:\ ..• \Bill Rose\Chevron 1 075\0perating Loads -1075 With Line Loads.r3d] Page6
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RISA-3D Version 7.f1 [C:\. .. \Bill Rose\Chevron 1075\0peratlng Loads-1075 With Line Loads.r3d] Page?
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Rev
Chevron
CHEVRON
PICEANCE BASIN
INCORPORATED
Clerical Revision -IFC 7-Dec-08 TKG
Issued for Construction 19-Nov-08 TKG
Issued for Review 04-Nov-08 TKG
Status Date Origin. QA/QC LDE
Document Title:
PICEANCE FIRE PROTECTION PHILOSOPHY
PAl Project No. Document No. Page
2033 2033-201-00-ST -0001
RLV TKG
RLV TKG
RLV TKG
EM PM
1 of14
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033·201·00-ST-0001
Date: 7 December 2008
TABLE OF CONTENTS
REV: 1 ,,
Page 2 of 14
1.0 EXECUTIVE SUMMARY ............................................................................................................ 3
2.0 PURPOSE ....................................................................................................................................... 4
3.0 SCOPE ............................................................................................................................................ 4
4.0 CONCLUSIONS ............................................................................................................................. 4
5.0 RECOMMENDATIONS ............................................................................................................... 4
6.0 REFERENCE DOCUMENTS ...................................................................................................... 4
7.0 FACILITY DESIGN PARAMETERS ......................................................................................... 5
8.0 FLAMMABLE HYDROCARBON INVENTORY ..................................................................... 5
9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS ...................................................... 7
10.0 CONSTRUCTION ......................................................................................................................... 7
11.0 FIRE AND GAS DETECTION .................................................................................................... 9
12.0 FIRE SUPPRESSION .................................................................................................................... 9
13.0 CODE DISCUSSION ................................................................................................................... lO
Tables
Table 1: Liquid Inventories .......................................................................................................................... 6
Appendix
Appendix A ................................................................................................................................................. 13
Appendix B ................................................................................................................................................. 14
Page 2/14
1.0 EXECUTIVE SUMMARY
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec Nu: 2033R201ROO-ST-0001
Date: 7 December 2008
REV: 1
Page 3 of 14 II
The Chevron Mid-Continent & Alaska Business Unit (Chevron) is currently developing facilities
in the Piceance Basin of Western Colorado for the purposes of natural gas production, treatment,
transmission, and delivery to sales pipelines. These facilities include modular facilities close to
the gas wellheads, as well as a number of modular unit process facilities at a Central Production
Facility (CPF) to be located north of the town of De Beque, Colorado.
Because of the unique nature of fire and explosion hazards at natural gas facilities, Chevron has
planned and designed these facilities to incorporate fire prevention and protection systems and
procedures in accordance with industry standards, relevant building and fire protection codes, and
Chevron's Safety in Design program. The purpose of this document is to present the design and
operational philosophy Chevron proposes for the development of these facilities within the CPF.
The key design parameter in the design of the fire protection system for the CPF is the ability to
quickly and automatically depressure most of the facility, shut down the flow of hydrocarbons to
the facility, and remove all electrical power, except essential power, upon automatic detection of
a fire anywhere in the facility.
As is typical in the petroleum industry, Chevron has designed the production and treatment
facilities at the CPF as a series of modular unit processes. Each module is designed to accomplish
some function or functions related to natural gas processing, such as removal of water and solids
flowing within the gas stream, removal of heavier hydrocarbons from the gas stream,
compression of the gas prior to release to a pipeline, metering the gas prior to delivery of the gas
to a customer's pipeline, etc. Because of the harsh weather conditions at the site, many of these
unit processes are enclosed to protect certain equipment and instrumentation from the elements.
Some of the process skids will be mostly enclosed; other process modules will have an enclosure
around the instrumentation and control equipment only. Most of the process enclosures will be
factory built, and Chevron has been working with the Colorado Division of Housing to secure
plan reviews and permits for these prefabricated facilities. Several of the facilities will be site-
built enclosures, including a large facility housing the main compression equipment at the CPF.
Additionally, some of the prefabricated facilities will house support and utility processes, but will
not house any significant hydrocarbon materials.
Because of the nature of the fire hazard associated with the enclosures housing process gases and
associated equipment, the primary focus of this narrative will be on the process buildings. The
process equipment enclosures are classified by the International Building Code (IBC) as buildings
with an Occupancy Classification of H-2. This rating is based on the amount of flammable gas
and liquids carried in the equipment and piping within the enclosures. Although buildings with an
H-2 occupancy rating are nonnally required to have an automatic sprinkler system, Chevron is
proposing to protect these facilities with a non-water-based emergency system in accordance with
the exemptions allowed in IBC Section 903.3.1.1.1.
The design and construction of the process building enclosures have been conducted after
identifying and taking into account the hazards associated with the types of equipment and
materials contained within the enclosure. The design and construction standards utilized are more
stringent than required by current industry codes and standards. The enclosures are constructed of
noncombustible materials and have fire and gas detection systems specifically designed for the
gas processing industry. The egress requirements of!BC Chapter 10 and the NFPA Life Safety
Code requirements are also incorporated into the design.
Page 3/14
2.0 PURPOSE
Chevron
~ lliijjil
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Projed Spec No: 2033-20i-OO-ST-000i
Date: 7 December 2008
REV; 1
Page 4 of14 II
This philosophy identifies the design parameters utilized to engineer equipment enclosures that
meet the requirements of the IBC for buildings with an H-2 rating but without an automatic
sprinkler system. This document also establishes that the level of life safety proposed for the
process facilities is equivalent to those code requirements.
3.0 SCOPE
This document only analyzes those equipment enclosures located at the Central Processing
Facility in Chevron's Piceance Basin Development. It focuses on those enclosures with an H-2
rating by identifying the hazards within the enclosure and the design measures used to mitigate
those hazards to personnel who may be present at the time of an incident.
4.0 CONCLUSIONS
The parameters utilized in the design and construction of the equipment enclosures covered by
this philosophy adequately protect personnel from the hazards due to the presence of
hydrocarbons in the enclosure, without employing automatic sprinkler systems.
5.0 RECOMMENDATIONS
All enclosures covered by this philosophy must be built and installed as designed. Additionally,
operational and maintenance procedures should be implemented to ensure that all safety systems
are tested and maintained in accordance with IBC and International Fire Code (IFC)
requirements.
6.0 REFERENCE DOCUMENTS
Reference Document
IBC 2003
IFC 2003
IMC2003
APIRP!4C
APIRPI4G
Document Title
International Code Council -
International Building Code -2003
International Fire Code -2003
International Mechanical Code -2003
American Petroleum Institute -
Recommended Practice for Analysis, Design, Installation, and
Testing of Basic Surface Safety Systems for Offshore
Production Platforms
Recommended Practice for Fire Prevention and Control on Open
Type Offshore Production Platfonns
Page4/14
APIRP500
APIRP752
APIRP 2030
Chevron
~ ...
API Publication 251 OA
COGCC
30 CFR Chapter II
NFPA 101
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Cbevrou
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1
Page 5 of 14 II
Recommended Practice for Classification of Locations for
Electrical Installations at Petroleum Facilities Classified as Class
I, Division 1 and Division 2
Management of Hazards Associated with Location of Process
Plant Buildings
Application of Fixed Water Spray for Fire Protection in the
Petroleum and Petrochemical Industries
Fire Protection Considerations for the Design and Operation of
Liquid Petroleum Gas (LPG) Storage Facilities
Colorado Oil and Gas Conservation Commission-
Rules for Oil and Gas Development in Colorado -Section 606A
"Fire Prevention and Protection"
Code of Federal Regulations-
Title 30 (Mineral Resources) -Chapter II Part 250.800
"Production Safety Systems"
National Fire Protection Association-
Life Safety Code
7.0 FACILITY DESIGN PARAMETERS
The CPF is designed to be an unmanned facility. The control system is specifically designed to
ensure that in the case of a significant event all instrumentation fails safe, the main electrical feed
to the affected area is shut off, incoming hydrocarbon flow to the facility is blocked at the battery
limit (boundary) of the facility, and the bulk of the hydrocarbon inventory in the facility is
depressured to the facility's flare system. Although some limited portion of the piping and some
vessels within the plant may have a residual gas pressure after the shutdown, virtually all fuel
sources within the facility will be immediately shut off.
The CPF does not have water available for fire suppression activities. Additionally, no local fire
water system exists to provide for tie-in for CPF fire suppression systems.
8.0 FLAMMABLE HYDROCARBON INVENTORY
8.1 Liquid Inventory
The primary fire hazard within the enclosures listed in Table 1 is related to hydrocarbons
processed within the facility. In addition to various volumes of natural gas, these
buildings will contain various quantities of hydrocarbon condensates (condensates are
flarmnable hydrocarbon liquids that condense out of the gas stream when the gas is
exposed to typical ambient temperature and pressure).
The hydrocarbon condensate liquid contained in most of the process buildings in Table I
is a Class !A flammable liquid (its flash point is less than 73°F and its boiling point is
less than I 00°F). The exempt quantity of Class !A liquids, per the IBC, is 30 gallons. The
exempt quantity for flammable gases in the IBC is I 000 standard cubic feet, which is
PageS/14
Chevron
~ iiiiiiifiii
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1
Page 6 of 14 II
exceeded in each of the building enclosures. Due to the inventory of fla.nunable materials
located in each enclosure, a rating of H-2 for each of the enclosures and compressor
building is warranted. Fire protection methods based on this occupancy classification are
further discussed below.
Gas Separator 604 Condensate -16 37
128 Water
Liquid 426 Condensate -2 78
Separator 1013 Water
Gas Filter Condensate N/A N/A
Separator 34 Water
Sales Gas 253 Condensate -20 34
Compressors 42 Water
1000 Lubricating oil 262 >300
Condensate 55 Condensate -2 78
Loading Water
Produced 20 Condensate -2 78
Water and 51 Water
Condensate
Pumps
Flare Scmbber 257 Condensate -2 78
Water
Vapor 14 Condensate -4 75
Recovery Unit Water
Fuel Gas 35 Condensate -15 37
Water
Page6/14
Chevron
.,~
~ ... Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001 REV: 1
Date: 7 December 2008 . Page 7 of14
9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS
9.1 General
Almost all of the process building enclosures will contain some amount of hydrocarbon
condensate liquid, which is produced from the wellhead along with the lighter natural gas
components. Some of the individual unit processes are specifically designed to remove
these flammable liquids and transfer them to holding tanks elsewhere within the plant.
The volumes of flammable liquids in many of these enclosures exceed the IBC thresholds
at which a building is classified as H-2. These volumes may increase the fire hazard
within each enclosure to some degree, but do not change the overall philosophy of our
proposed fire protection program.
9.2 All flammable liquids and gases within the enclosures are totally contained within the
process piping and ASME-rated pressure vessels. An automatic fire and gas detection
system is provided to detect any leaks or fires.
9.3 In the event of a fire anywhere within the CPF, the facility is depressured to the flare to
remove the bulk of the flammable gas sources from the fire. Any remaining hydrocarbon
liquid would initially be protected and contained within the process piping and/or
vessel(s) in which it resides within the enclosure. The rate at which the hydrocarbon
liquid would contribute to the ongoing fire would depend upon the amount of dsmage in
the containing piping/vessel(s). If the containment is damaged or breached, the materials
would burn in place along with the remaining gaseous components. The relative volumes
of gas and liquids being burned, and access to the fire of an oxidizing airflow, would
determine the extent to which the liquid boils in place as it contributes to the fire.
9.4 Although a combination liquid-and-gas fire might burn hotter and longer than a pure gas
fire, the fundamental principle behind our proposed fire protection system is unchanged.
The system is designed to contain the fire and allow it to burn out in place. There is no
need to attempt to suppress the fire with a water-based sprinkler system. It would likely
cause a more substantial hazard by allowing the remaining flammable gases to form a
combustible cloud capable of re-ignition until allowed to dissipate.
9.5 It would also be undesirable for the fire department to attempt to put out the fire within
an enclosure prior to the consumption of the fuel exposed to the fire. As mentioned
above, the remaining gaseous components, along with liquid components that are
vaporized due to the heat of the fire, would be dangerous and subject to re-ignition. (See
sections 13.3.4 and 13.3.5 for details of this hazard.)
9.6 A closed drain system is provided that removes all liquid from the enclosure's coaming
area to a remote underground sump tank. The drain system incorporates P-traps to
prevent flammable gases from venting into the enclosure. Liquids collected in the
underground sump are subsequently pumped into the facility's above-ground storage
tanks.
10.0 CONSTRUCTION
Each enclosure has the following construction attributes:
10.1 All hazardous gases and liquids within each enclosure are housed in self-contained
process piping and/or pressure-rated vessels. Piping is designed and constructed in
Page 7/14
Chevron Title: PICEANCE FIRE PROTECTION PHILOSOPHY
~ ~~ iiliiifiii
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1
Page 8 of 14
accordance with ANSI B3 1.3 requirements for gas facilities of this type. All pressure
vessels are designed in accordance with applicable ASME Section VIII requirements for
these vessels.
10.2 Process piping and vessels are designed to contain all materials with no significant
leakage. A fire and gas detection system is specifically designed for each enclosure to
detect the presence of hydrocarbons in the air or a fire event, and will initiate emergency
shutdown systems within the plant upon detection of a significant amount of
hydrocarbons. (Details of this system are described in the following sections.)
10.3 Each enclosure is constructed entirely of noncombustible materials.
10.4 Additionally, all equipment, piping, instrumentation, junction boxes, panel boards and
cable within the enclosure are also noncombustible or flame-retardant.
10.5 Adequate access/egress is provided to allow safe evacuation from the enclosure in the
event of a fire or gas release in compliance with IBC and NFPA Life Safety Code
requirements. These criteria include the provision of at least two means of egress from
any building with travel distance to an exit greater than 25 feet. No dead-end corridors
are allowed in any of the buildings greater than 20feet.
10.6 Ventilation is provided to the enclosure in compliance with IMC requirements.
10.7 Panic door hardware and emergency exit lighting are provided in compliance with IBC.
10.8 To prevent electrical ignition of hydrocarbon vapors, all electrical components on the
process skids are explosion-proof and rated for service in Class I, Group D, Division 1
atmospheres as rated by API RP 500, and each component is certified as such by a
Nationally Recognized Testing Laboratory (NRTL). All 208V AC and 120VAC wiring
and equipment within each process skid are wired to an on-skid explosion-proof
panelboard. All equipment in the compressor building is rated for Class I, Division 2.
(The distinction is a result of the presence of the combustion engines driving the
compressors.)
10.9 Although the enclosures are designed to be safe when continuously occupied, the
facilities in practice will be normally unoccupied. Personnel only occupy an enclosure
when conducting equipment monitoring and observance activities; doors are kept open
when the enclosure is occupied.
10.10 The operational activities typically require personnel in the enclosure for less than 15
minutes on any given day. Any maintenance activities within the facility will be
conducted under stringent safety protocols, including additional fire suppression
equipment and personnel being present and the use oflock-out/tag-out procedures.
10.11 Operational procedures at the plant prohibit the accumulation of any combustible
materials within the enclosure.
10.12 The design of the site smTounding each enclosure incorporates a barrier zone
approximately 20 feet wide covered with noncombustible gravel and no vegetation.
Additionally, the site has significant security measures in place, and no admittance to the
general public is allowed.
10.13 All enclosures and the process control and safety systems that interface with them were
designed using Chevron's "Offshore Gulf of Mexico" standards and design criteria.
Page 8/14
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1
Page 9 of 14
Chevron considers these standards to be more stringent than most onshore standards,
leading to a more conservative design.
11.0 FIRE AND GAS DETECTION
Each enclosure is equipped with the following fire and gas detection technology, in strict
compliance with the IFC and API RP 500:
11.1 Infrared point gas detectors which are tied to a central monitoring system will initiate
shutdown of electrical service and hydrocarbon flow to and from the enclosure when gas
is detected. These detectors are set to alarm when flammable gas at a concentration of
20% of the lower explosive limit (LEL) is detected. A complete shutdown of power and
hydrocarbon flow to the enclosure is initiated when flammable gas at 40% of LEL is
detected. All detection and monitoring equipment used at the site is listed by a Nationally
Recognized Testing Laboratory (NRTL). See Appendix B.
11.2 A pneumatic fusible loop system consisting of stainless steel tubing pressurized with 40
psig instrument air, and including elements which will melt at 180°F, is provided on all
hydrocarbon processing equipment per API RP 500. This system is equipped with a
pressure sensor that is tied to a central monitoring system. A loss of pressure in the loop
will indicate the affected enclosure and will shut down hydrocarbon flow to and from the
enclosure and throughout the CPF and will initiate depressurization of the affected
facilities to a dedicated flare. See Appendix A.
11.3 "Triple-infrared" fire detectors will be installed in each enclosure, and when a fire is
detected, a programmable logic controller (PLC) will shut down the flow of
hydrocarbons to and from the enclosure, as well as throughout the CPF. The bulk of the
hydrocarbon inventories throughout the CPF will be depressured to a dedicated flare.
(Some minor residual amounts of gas under pressure will still be present in some vessels
and piping sections outside of the building enclosures.) Triple-infrared optical flame
detectors (known as 'fire eyes' in the gas processing industry) will be installed in all H-2
occupancy buildings and will be tied to the fire alarm systems described above.
11.4 The triple-infrared open-path fire detector system is independent from and redundant
with the pneumatic fusible loop system. Both of these systems are independent from the
gas detection system.
11.5 Note that the types of detectors described above in Sections 11.1 through 11.3 are
provided in lieu of the smoke detector system outlined in IBC Section 903.3.1.1.1. The
primary reason for this is that there are no commercially available weatherproof smoke
detectors that are rated for Class I, Division 1 service.
12.0 FIRE SUPPRESSION
For these process enclosures, the flammable content hazard located within these enclosures is
primarily pressurized natural gas. The experience within the petrolemn industry is that a typical
water-based sprinkler system cannot extinguish a pressurized gas fire, and in fact can create more
of a hazard than it mitigates.
The standard of the natural gas industry, as codified in API RP 500, is that suppression of a
pressurized natural gas fire is best accomplished by immediately shutting off all incoming sources
Page9/14
I
rfjS ;:;r~Ni(z_!};r;s Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1 II
Page 10 of 14
of fuel and venting all other inventories of fuel to a flare system. The remaining non-pressurized
gas, along with any associated hydrocarbon liquid, is allowed to burn itself out.
For manual suppression of small fires on a limited basis, each enclosure is equipped with hand-
held 30-lb Class ABC fire extinguishers located at each door.
13.0 CODE DISCUSSION
13.1 IBC
!3.1.1 IBC 2003 normally requires an automatic fire sprinkler system for all H-2
occupancies.
13.1.2 All of the process buildings in this project are classified as H-2 due to the large
volume of hazardous materials.
!3.1.3 However, these buildings qualifY as exempt from this requirement per IBC
903.3.1.1.1 Exempt Locations. Comments applicable to the facility under
discussion are listed parenthetically following the code citation.
IBC 903.3.1.1.1. Exempt Locations ..... Automatic sprinklers shall not be required
in the following rooms or areas where such rooms or areas are protected with an
approved automatic fire detection system in accordance with Section 907.2 that
will respond to visible or invisible particles of combustion. (In these facilities, an
API-compliant gas detection system is installed and designed to respond to
concentrations of flammable gas before any combustion takes place.)
Sprinklers shall not be omitted from any room merely because it is damp, of fire-
resistance-rated construction or contains electrical equipment
I. Any room where the application of water, or flame and water, constitutes a
serious life or fire hazard.
(This is true for these facilities. Water sprayed on a pressurized gas fire is
unlikely to stop the fire, and could add an explosive hazard due to an unburned
gas cloud if it did put out the fire momentarily.)
2. Any room or space where sprinklers are considered undesirable because of
the nature of the contents, when approved by the building official.
(This is true for these facilities. Because of the nature of the contents -
pressurized natural gas -the petroleum industry standard for safety is to mitigate
the risk with an API-RP500 compliant gas detection & emergency shutdown
system.)
3. Generator or transformer room ... Not Applicable
4. In rooms or areas that are of noncombustible construction with wholly
noncombustible contents.
Page 10/14
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
REV: 1
Page 11 of 14
(This exemption is partially true of the operating buildings in discussion. The
buildings are of noncombustible construction, although the hydrocarbon contents
within the process piping and vessels are combustible. However, upon detection
of fire, the process equipment is depressured and all flammable gases are vented
to the flare except for trace amounts remaining in the pipes at atmospheric
pressure.)
13 .1.4 IBC Discussion
13.2 IMC
In summary, it is believed the buildings proposed for the Chevron CPF are
exactly the type of facility envisioned by tbe code writers when developing this
exemption. There is no question that these facilities contain hazardous flammable
materials, but application of a water-based sprinkler system would be
counterproductive, and would create more safety hazards than it would solve. A
far more desirable solution is the substitution of a fire and gas-hazard detection
and emergency shutdown system specifically developed for this industry by the
API. With the concurrence of the Building Official and Fire Marshall of Garfield
County regarding this exemption, the proposed facilities will be in total
compliance with the intent and with tbe specific language incorporated into the
IBC, IFC and related International codes.
Each of the process equipment enclosures includes either fixed or manually operable
louvers which make the use of non-water (gaseous, dry chemical, carbon dioxide, foam,
etc.) fire suppression systems problematic. Louvers are provided in compliance witb the
IMC, which mandates adequate ventilation for rooms containing hazardous materials.
Additionally, standard practice in the gas processing industry is to provide such
ventilation to allow flammable gases to disperse, ideally before hazardous accumulations
of the gases accumulate within the building. The reasoning within our industry, as
codified in API documents, is that ventilating the gas is much safer than trying to contain
it within the building.
13.3 API
The Chevron CPF is designed in its entirety to be in total compliance with applicable
standards of the American Petroleum Institute.
13.3.1 API RP 500, as detailed above, provides the design standards and details for a
gas detection system specifically designed to prevent the accumulation of
hazardous levels of flammable and explosive gases as applicable to our industry.
13.3.2 API RP l4G Section 5.7.d "Automatic Fire Control Systems -Enclosed
Machinery Areas" indicates "Gas compressors, hydrocarbon pumps, and
generators in adequately ventilated enclosed areas are normally not protected by
automatic fire control systems."
13.3.3 API RP14G Section 5.6.c "Manual Fire Control Systems-Enclosed Machinery
Areas" recommends dry chemical fire extinguishers and these are provided in
each enclosure.
13.3.4 API RP2030 specifically discusses the hazards of attempting to suppress a
Page 11/14
Chevron
~ liiiiJ
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
.
flammable liquid or gas fire with water in two sections:
REV: 1
Page 12 of14
6.4 EXTINGUISHMENT .... Extinguishment by water spray is generally most
effective where the fuel is a combustible solid, water-soluble liquid or high flash
point liquid. However, the risks associated with extinguishing certain fires should
be carefully evaluated. Jf significant quantities of flammable gases or vapors are
released a more hazardous condition with potential for explosive re-ignition can
be created by extinguishing such fires instead of allowing them to burn at a
controlled rate with appropriate surveillance and protection of surrounding
equipment.
7 .2.3 Extinguishment. Extinguishment is seldom the primary purpose of water
spray system installations in the petroleum industry ... It should be noted that
extinguishment of low flash point hydrocarbon liquids with water spray is seldom
possible and not necessarily desirable. A key question during hazard analysis is
"Jf the material is extinguished while still generating vapor, is there a risk of
vapor cloud re-ignition?" (The answer is yes at this facility.)
13.3.5 API Publication 2510A is primarily geared towards the liquefied Petroleum gas
industry, but has relevant information for fighting pressurized gas fires.
Per Table 5-Water -Application Methods:
.. One disadvantage of water deluge and water sprays is that they ... may not be
effective for jet (torch) fires.
Also Section 5.5 Detection Systems gives general guidance on hydrocarbon
vapor detectors, heat detectors and flame detectors. This facility includes all three
systems, and complies with the guidance of this document.
13.3.6 Fire fighting and suppression standards in the oil and gas industry vary from
standard industrial, high rise, and low rise practices. The engineering standards
employed in the design of hydrocarbon equipment are conservative and attempt
to contain hydrocarbon inventories within the equipment. However, in the event
of a leak, the design of the external areas surrounding the equipment are designed
to quickly isolate the leak, depressure the equipment, prevent the spread of the
hydrocarbon leak, minimize the propagation of any fire event, maintain
mechanical integrity through inventory liquidation without catastrophic failure,
and minimize exposure to personnel and environment. Chevron SOPs require
facility personnel to not engage in fire fighting beyond the incipient stage. The
facility and the enclosures have been designed within these parameters.
Page 12 I 14
Chevron
•
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
.
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
Appendix A
1.0 GAS DETECTION SYSTEM OPERATING DETAILS
REV: 1
Page 13 of14
1.1 Each equipment enclosure is provided with a combustible gas detection system listed by
a Nationally Recognized Testing Laboratory (NRTL) which exceeds the requirements of
API Recommended Practice RP!4C. The gas detection sensor is wired to the facility
Emergency Shutdown System (ESS).
1.2 When the gas detector in an equipment enclosure detects the presence of gas at 20%
Lower Explosive Limit (LEL ), it performs the following functions:
• Indicates on the Human-Machine Interface (HM!) video screens in the Control
Room
• Indicates on the HMI on the nine (9) outdoor Local Control Panels
• Activates a dedicated alarm on the audible alarm system
• The 24VDC control system on the skid remains energized, and the skid remains
in operation.
1.3 When the gas detector in an enclosure detects the presence of gas at 40% LEL, it
performs the following functions:
• Indicates on the HMI video screens in the Control Room
• Indicates on the HMI on the nine (9) outdoor Local Control Panels
• Activates a dedicated alarm on the audible alarm system
• Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its
source in the Electrical Building.
• Shuts off all hydrocarbon flow to the enclosure from the source outside of the
enclosure
• Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically
operated, and will also close upon safety system failure or loss of air pressure to
the fusible loop system.
• The 24VDC control system on the skid remains energized, but the skid remains
shut off from hydrocarbon flow until the shutdown is manually reset by the
Control Room operator.
1.4 The gas detection system shall be tested and recalibrated every 3 months in accordance
with 30 CFR Chapter II Part 250.804 "Production safety-system testing and records." The
gas detection system that is proposed will be certified by an NRTL to fully comply with
this standard and with the system design details contained within API RP 500.
Page 13/14
Chevron
~ lliiiiiiill
Title: PICEANCE FIRE PROTECTION PHILOSOPHY
Customer: Chevron
Project: Piceance Basin
Project Spec No: 2033-201-00-ST-0001
Date: 7 December 2008
Appendix B
REV: 1
Page 14 of14 II
1.0 EQUIPMENT ENCLOSURE FIRE DETECTION SYSTEM OPERATING DETAILS
1.1 Each equipment enclosure is provided with a pneumatic fusible plug loop fire detection
system which exceeds the requirements of API Recommended Practice RP14C. A
pressure transmitter, wired to the facility Emergency Shutdown System (ESS), monitors
the fusible loop's pneumatic pressure.
1.2 When a fusible plug inside of the equipment enclosure melts in fue presence of a fire, fue
pressure transmitter detects the Joss of air pressure in the fusible loop system and signals
the ESS which performs the following functions:
• Indicates on the HMI video screens in the Control Room
• Indicates on the HMI on the nine (9) outdoor Local Control Panels
• Activates a dedicated alarm on the audible alarm system
• Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its
source in the Electrical Building.
• Shuts off all hydrocarbon flow to the entire facility
• Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically
operated, and will also close upon safety system failure or loss of air pressure to
the fusible loop system.
• The 24VDC control system on the skid remains energized, but fue skid remains
shut off from hydrocarbon flow until the shutdown is manually reset by the
Control Room operator.
• Depressures the bulk of the natural gas process lines and vessels within the
facility to the flare. (Some sections of piping and vessels outside of the building
enclosures, such as the glycol reboiler, may have minor amounts of residual gas
under pressure.)
1.3 Each of the enclosures rated for H-2 occupancy will also be equipped with triple infrared
flame detectors ("fire eyes") per section 8.3 and pneumatic fusible loop system per
section 8.2.
1.4 Because the enclosures are exposed to ambient weather and Class I, Division 1
conditions, and because there are no commercially available weatherproof smoke
detectors rated for Class I, Division 1 service, smoke detection systems will not be
installed in this facility. Instead, our design philosophy is to use gas detection to detect
the presence of a potentially dangerous atmospheric hazard and, in parallel, to use two
different technologies (triple infrared flame detection and pneumatic fusible heat
detection.) We propose the API-RPSOO methodology of detecting the gases and shutting
down the plant upon detection of dangerous levels of flammable gas.
Page 14/14
Inspection Report
COLORADO STATE ELECTRICAL BOARD
INSPECTION REPORT I CORRECTION NOTICE
Date Received: 08-FEB-1 0 Permit Number: 679981
Contractor/HomeOwner: SPECIALIZED AUTOMATION SERVICES
LLC
Address:
Type of Inspection:
Action:
25-4, 2700 CLEAR CREEK RD
Complete Final
Accepted
Comments or Corrections:
1) battery covers 2) close rated enclosure 3) 408.4 Circuit Directory Every circuit to be
identified as to its clear, evident, and specific purpose or use includes spares 4) Installer on
site making corrections
Inspectors Name: Cyrus T uchscher
Phone Number: 970-625-5085 Date: 08-FEB-10
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan St. Suite 550
Denver, Colorado 80203-1941
Phone: (303) 894-2985
https://www.dora.state.co.us/pls/real/Ep_ Web_Inspection_GUI.Process_Page
Page I of I
2/9/2010
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Mailln!J Ad:ITisll: FlU 1/o:
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Fira Rating: Ex!ari .. orWalls Floor AI& Goillng.&/J
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)TAL AMOUNT SUBMITTED: ~c:;o EXPIRES: I I J /:Z()/. 0
NUFAG)URER CERTlF!ES !hill ®l.Y Jl:ppriwCd equlpm_enl <Hid mall!tfaJs wl!l be us&~:~ and lt\13 frc;!.a!lal!on.s shnJr l::c: made Ill a!XOI'dance ~W.h apJl(oVed pl3ns
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. OF HOUSING, 1313 SHERMAN STREET. RM 321, DENVER, CO. 8020~ 1303) 866-4616 Fax 866-3072
Parcel Detail
Garfield County Assessor IT reasurer
Parcel Detail Information
Page I of 5
Ass~A~or/T rea~j.)rer Jlmperty_ful[!rch I Ass_~ssoLS!!bset Uuer:y I Asse_~§Or Sales s_~(!rch
C.Lerkli Recon:llli' Rec~ption Se[!rch
Basic U~llding_Gbf!c~cteri~tt~A I T axJnforma:ti1:m
Parr;_elQetail I · Yalue O_~tail I SJ!les Det(!H I H!l~identiai/Ggmmercial Lmprovement.D~tail
l.aod_.DetaU I Prrot!!J]rf!pb_~ I MiJLL~vy Rev_enues Detail
IT ax Area II Account Number II Parcel Number 112£1£18 Mill Levy I
I D29 II R29D444 II 21391S3DODI4 II 32.108 I
Dwner Name and Mailing Address
jCHEVRON USA INC
jC/0 CHEVRON TEXACO PROPERTY TAX
IP 0 BOX 285
jHOUSTDN. TX 77001
Assessor's Parcel Description
(Not to be used as a legal description)
jSECT.TWN.RNG:IS-5-98 DESC: SEC.7:
jTHAT PT OF LOTS 12.14 AND NESENE
jLYING DESC: BELOW THE ESCARPMENT
j(NET 14.20AC) ALSO THAT PT OF DESC:
jTRS. 50.51 AND 56 LYING BELOW THE
jESCARPMENT (NET DESC: 175.17).
jSEC.8: THAT PT OF LOTS 2.4.7.8.
http:/ I www.garcoact.coml assessor I parceLasp?ParceiNumber= 21391 S300014
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214/2009
Parcel Detail Page 2 of 5
ISWNE. NW. DESC: NI/2SW. WI/2SE. I
jLYING BELOW THE ESCARPMENT (NET I
jDESC: 222.84AC). SEC.I7: THAT PT DT I
jLDTS 1(23.16). 3( DESC: 8.57). I
14(8.60). 5(11.84). 6(15.00). I
j7(13.64). OESC: (80.81 TOTAL /73.0 I
jNET) LYING BELOW THE ESCARPMENT I
jDESC: ALL OF TRACKS 80(160 AC). I
1110(110 AC). 111(160 AC) DESC: AND I
ITHOSE PARTS OF THE FOLLOWING TRS I
ILYING BELOW OESC: THE ESCARPMENT. I
ITRS. 57(117). 60(35). 62(46). 84( I
IDESC: 118). 83(80). 81(120). I
182(24). 87(46). 79(73). 88( DESC: I
145). 90(58). 77(103). 91(53). I
176(118). 75(116). DESC: 92(52). I
193(76). 94(121). 113(121). I
1112(137). DESC: 6-98 TR. 41(160). I
lAND THAT PART OF TR. 109(106). I
IDESC: LYING BELOW THE ESCARPMENT I
IAKA: LUCKY STRIKE #9 DESC: GLEN I
IBEULAH. GEN. JOFFRE #3 S 4 AND I
ITHOSE PARTS OF DESC: THE FOLLOWING I
ILYING BELOW THE ESCARPMENT: GEN. I
jDESC: JOFFRE 2.5-14. LUCKY STRIKE I
j4-8.10-14. AND GEN. DESC: PERSHING I
11 S 2. SUC:R290037 BK:0472 PG:0361 I
jBK:0445 PG:0360 BK:I655 PG:I78 I
jRECPT:666845 BK:0858 PG:0942 I
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Parcel Detail
Location
I Physical Address: IITWN 5 RGE 98 SEC IS I
I Subdivision: I
I Land Acres: 112840.21 I
I Land Sq Ft: I D
I Section II Township II Range I
I IS II 5 II 98 I
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II SD.3DDII
I Improvements: II Dll
I Total: II SD.3DDII
Most Recent Sale
I
I Sale Date: I
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Ad ditjJ! n alliJg~D etai]
Basic Building Characteristics
Number of Residential
io Buildings:
Number of Comm/lnd jo Buildings:
No Building Records Found
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21412009
Parcel Detail Page 4 of 5
Tax Information
j Tax Year IJ Transaction Type II Amount I
I 2008 II Tax Amount II $5SI.5BI
I 2007 II Tax Payment: Second Half II ($252.48)1
I 2007 II Tax Payment: First Half II ($252.48)1
I 2007 II Tax Amount II $504.921
I 2008 II Tax Payment: Second Half II ($23S.2D)j
I 2008 II Tax Payment: First Half II ($238.20)1
I 2008 II Tax Amount II $472.401
I 2005 II Tax Payment: Second Half II ($300.99)1
I 2005 II Tax Payment: First Half II ($300.99)1
I 2005 II Tax Amount II $801.981
I 2004 II Tax Payment: Second Half II ($343.98)1
I 2004 II Tax Payment: First Half II ($343.98)1
I 2004 II Tax Amount II $S87.9BI
I 2003 II Tax Payment: Second Half II ($420.50)1
I 2003 II Tax Payment: First Half II ($420.50)1
I 2003 II Tax Amount II $841.001
I 2002 II Tax Payment: Second Half II ($422.10)1
I 2002 II Tax Payment: First Half II ($422.10)1
I 2002 II Tax Amount II $844.201
I 2001 II Tax Payment: Whole II ($837.02)1
I 2001 II Tax Amount II $837.021
I 2000 II Tax Payment: Whole II ($871.9S)j
I 2000 II Tax Amount II $871.981
I 1999 II Tax Payment: Whole II ($1.080.28)1
I 1999 II Tax Amount II $1.080.28/
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JJ!IIa.
APPROVED
SUBJECT TO NOTED
U:CEI"TTONS & INSPECTIONS
GARFIELD COUNTY
BUILDING DEPARTMENT
~t(Woq By,.c:~:.!:L'tf~~
mLDCOPY
NO IlllSl!'ECTION WITHOUT
'l'l!IESE PLANS ON SITE
page of
1. REFEREMCE DRAWINGS;
P8SR--59836AVF~CtNAY-I.IRS-oOGOO-<J0002-0D fiNISH GRADE PLAH.
2. PAl CENTRAL fACILITY PAD FJNJSII GRADING SI.IJ'ES e 2.0t.
3. CONTOOR INTERVAl:
EXIST, CIJHOURS"' I'
OESIGtt CONTOURS" I'
4. PAl PIPE RACK TO BE INSTALLED AFTER TilE RES(lVAl (f ALL
CONSTRUCTION U.YOOIM IRAILERSISTRUtTURES
S. CONTRACHII SHALL CHECK ALL EXISTING C!IIDITIOHS ANO flt:LO
VERiiY All DESIGN CCOiDINATES AND ELEVATIONS PRJ~ TO C~TRUCTJ[W,
SCALE: I INCH "' SO fEET
sp;,,,,,,,,y, sp·
Chevron ~ MidConTinent / Alaska SBU
~ Chevron North America lliijl Exploration and Production
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ISSUED FOR SPECIAL USE PERMIT
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7
A I 8 I c I D I E I F
CHEVRON PRODUCTION FACILITY
PICEANCE BASIN DEVELOPMENT
GARFIELD COUNTY, COLORADO
LIQUID SEPARATOR SKID BLDG. MBD-1075
(PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS)
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I RIO BLANCO
COUNTY J'-,_1
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Township 5S Range 98W S~oclion ~I
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Parochule
Sill
GARFIELD COUNTY I
New
Cos! I'!,..
Glenwood
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MES;--------------_ _j
COUNTY PITKIN COUNTY
1 - ------------------- -i DeBeque V
Exit 62,/
"'-sEE VENDOR DRAWINGS fOR PRE-FAB BUILDING~
FOR STAIR AND HANDRAIL DEfA!LS--..
SEE DWG. 2033-30-C1-1 109-XX
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s~ILDING ELEVATIONS ~7 RO!ECT
ASS(lCiATES
L----------------------------------------~
I G
SITE OWNER:
Chevron North America Exploration &: Production
I H
ENGINEER:
Rolla Wottinger
Project Engineer
Project Associates, INC
1!999 Koty Fwy, Suite 607
Houston, TX 77079
281-556-6864 x211
CONTRACTOR:
Elk Hom Construction
BRIEF SUMMARY OF THE PROJECT:
Without force and effect on the contract documents,
the poject may be summarized as follows:
The construction of a 35' x 14' prefabricated,
single story skid-mounted building on o concrete foundation,
AREA CALCULATIONS:
Total Lot Area >100 acres
Enclosed Building Area 490 sq.ft. <1 %
Total Building Covered Area 490 sq.ft. <1 %
I
ZONING: RESOURCE/LANDS {GENTlE SLOPES, LOWER VALLEY FLOORS)
OCCUPANCY: H-2
CONSTRUCTION TYPE: V-B
DESIGN CRITERIA: IBC-2003, IFC-2003
IMC-2003, IFC-2003, IECC-2003
SPECIAL INSPECTION REQUIREMENTS:
WElDING:
1.) VJSUAL INSPECTION OF WELDS PER AWS D1.1
CONCREIE:
I J
DRAWING INDEX:
PRE-FAB BLDG STRUCTURAL DRAWINGS:
FOUNDATION LOCAllON PLAN
GENERAL CML NOTES
MBD-1075 UQUID SEPARATOR FOUNDATION
CML PLOT PLAN
BUILDING ENCLOSURE FRAMING DETNL SHEET 1 OF 3
BUILDING ENCLOSURE HOUSING DErAIL SHEET 2 OF 3
BUILDING SUGGESTED UFllNG DETNL SHEET 3 OF 3
GENERAL BUILDING DETNLS ENERPAN BUILDINGS
SKID FOR UQUIO SEPARATOR ASSY. SHEET 1 OF 3
SKID FOR UQUID SEPARATOR ASSY. SHEET 2 OF 3
SKID FOR UQU!D SEPARATOR /JSSf. SHEET 3 OF 3
PRE-FAB BLDG ELECTRICAL DRAWINGS:
CENTRAL FACIUTIES PLOT PLAN
AREA CLASSIACATION PLAN SHEET 1 OF 2
AREA CLASSIACATION PLAN SHEET 2 OF 2
35KV SWITCHGEAR ONE-UNE SHEET 1 OF 2
35KV SWITCHGEAR ONE-UNE SHEEr 2 OF 2
4801' SWITCHGEAR ONE-UNE SHEET 1 OF 2
4801' SWITCHGEAR ONE-UNE SHEET 2 OF 2
4801' MCC ONE-UNE SHEET 1 OF 2
4801' MCC ONE-UNE SHEET 2 OF 2
5KV SWITCHGEAR ONE-UNE SHEET 1
208/120 VAC PANElBOARD SCHEDUUES SHEET 1
ARE, GAS, & ALARM SYSTEMS BLOCK Dl'.GRAM SHEET 1
ARE, GAS, & ALARM SYSTEMS BLOCK Dl'.GRAM SHEET 2
ElECTRICAL KEY PLAN
ElECTRICAL PLAN AREA-85
ElECTRICAL PLAN AREA-86
GROUNDING AND UGHllNG KEY PLAN
GROUNDING AND UGHllNG PLAN AREA-85
GROUNDING AND UGHllNG PLAN AREA-86
UGHllNG lEGEND AND SCHEMATIC SHEET 1
UGHllNG lEGEND AND SCHEMATIC SHEET 2
UGHllNG lEGEND AND SCHEMATIC SHEET 3
UGHllNG lEGEND AND SCHEMATIC SHEET 4
UQUID SEPARATOR JUNCTION BOX
UQUID SEPARATOR INSTRUMENT LOCATION PLAN
UQUID SEPARATOR UGHllNG PLAN
UQUID SEPARATOR POWER PLAN
UQUJD SEPARATOR GROUNDING PLAN
INSTRUMENT CONDUIT AND CABlE SCHEDUlE
1.) CONJRACT WITH ITSllNG lABORATORY TO PERFORM CCMPRESSIVE lEST ON AT lEAST ONE CYUNDER
PER EACH 14 YARDS OF CONCRETE. {30DO PSI MINIMUM AT 28 DAYS)
2.) QA/QC TECHNICIAN TO VISUALLY INSPECT NUMBER AND PlACEMENT OF REBAR IN COMPUANCE
WITH PLANS AND A.C.I. STANDARD PRACTICES.
HAZARDOUS MATERIAL DATA:
lHIS BUILDING PROCESSES LARGE AMOUNTS OF NATURAL GAS STREAMS {UP TO 50 MM SCFT/DAY) WHICH
CONTAJN 801H GASEOUS AND UQUID FORMS OF HYDROCARBONS. NO OlHER HAZARDOUS MATERIALS ARE
UTIUZED NORE STORED IN lHIS FACIUTY.
I K
2033-201-30-CJ-1102-15
2033-201-30-CI-1101-01
2033-201-30-CI-1113-01
2033-201-30-CI-1102-01
66-20-H3PH-8LDG
66-20-H3PH-8LDG
66-20-H3PH-8LDG
ENERPAN DETNLS
8-30-SKID
8-30-SKID
8-30-SK!D
2033-201-20-AP-0002-02
2033-201-40-AP-0001-01
2033-201-40-AP-0001-02
2033-201-40-EL -0011-01
2033-201-40-EL -0011-02
2033-201-40-EL -0012-01
2033-201-40-EL-0012-02
2033-201-40-EL-0013-01
2033-201-40-El-0013-02
2033-201-40-EL-0015-01
2033-2D1-40-El-0020-01
2033-201-40-EL -0060-01
2033-201-40-EL-0060-02
2033-201-40-EL -4203-01
2033-201-40-EL-4232-01
2033-201-40-EL -4238-01
2033-201-40-EL -4303-01
2033-201-40-EL -4332-01
2033-201-40-EL-4338-01
2033-201-40-PL-4301-01
2033-201-40-PL -4301-D2
2033-201-40-PL-4301-03
2033-201-40-PL-4301-04
0706-0100
0802-0101
0802-0102
0802-0103
0802-0104
080208-CS-MBD-1075
HO llY REVISION DESCRIP'llON DATE CHK APP
A ROS ISSUED FUR Rf:VIEW 09/16/01:1
~ Chevron North America
• Expoloration & Production MCBU
CHEVRON NORTH AMERICA
PICEANCE FIELD DEVELOPMENT
CENTRAL FACILITIES
ORIC, tv.TE: 9/16/08
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PRAWN BY: CIVIL FOUNDATIONS
DRAWING INDEX
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CHEVRON AMERICA
PICEANCE FIELD DEVELOPMENT
CENTRAL FACILITIES
1. SKID SIZES ARE PPPROXJMAlT. SEE SKID
FOUNDATION DRAWINGS fOR DeTAILS.
FOUNDATION LOCATION PLAN
A 8 c D E F G H J K
PICEANCE FIELD DEVELOPMENT
DESIGN CRITERIA AND CIVIL[STRUCTURAL GENERAL NOTES REINFORCEMENT BAR TENSION SPLICE TABLE*
GENERAL INFORMATION DIAMETER CLASS B SPLICE CLASS 8 SPLICE TOP BAR SPLICE TOP BAR SPLICE
BAR SIZE LENGTH, IN. LENGTH IN LENGTH IN LENGTH IN 1. PRQJ~QT SCOP!,;: THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE 3. FOOTIN~ db In 3000 PSI 4000 PSI 3000 PSI 4000 PSI
PROJECT LOCATED AT PICEANCE DEBEOUE, COLORADO. A. BOTIOMS OF FOOTINGS SHALL BE A MINIMUM OF 3' -0" BELOW FINISHED GRADE. CONCRETE CONCRETE CONCRETE CONCRETE
4. GRADE B!;AMS: 3 3/8 16 16 17 16 I 2. BUll DING C..QQJ;:; THESE PlANS HAVE SEEN PREPARED IN ACCORDANCE WITH THE INTERNATIONAL
A. PROVIDE A MINIMUM SIX-INCH VOID BETWEEN THE BOTIOM OF BUILDING CODE, (200.3 EDITION). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS GRADE SEAMS/FOUNDATION WALLS ANU UNDERLYING SOILS. 4 1/2 17 16 22 20 COD£ AND GARfiELD COUNTY, COLORADO REQUIREMENTS. 8. BOTIOMS OF GRADE BEAMS SHALL BE A MINIMUM OF 3 FEET BELOW FINISHED GRADE.
3. DESIGN LOADS· THESE STRUCTURES ARE A CATEGORY II STRUCTURES IN ACCORDANCE WITH TABLE 1604.5: c. REBAR SPLICES FOR TOP STEEL TO OCCUR AT MIDSPAN BETWEEN FOOTING LOCATIONS, UNLESS 5 5/8 21 16 28 24
NOTED OTHERWISE.
A. DEAD LOADS ARE IN ACCORDANCE WITH SECTION 1606. MINIMUM ROOF DEAD LOAD IS 15 PSF. 0. HOLES IN SILL PLATES FOR ANCHOR BOLTS SHALL BE SNUG TO PREVENT WALL MOVEMENT. 6 3/4 26 22 33 29 8. LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607. PROVIDE ADDITIONAL NAIUNG AT JOIST SILL PLATE CONNECTION TO PREVENT SLIPPAGE. c. SNOW LOADS ARE IN ACCORDANCE WITH SECTION 1608: 7/8 37 32 49 42 TO 7000 FT. 40 PSF 5. CoMe~QTED Fl!.b · 7
7001 FT. TO 8000 FT. 50 PSF
USE ONLY APPROVED NON-EXPANSIVE, GRANULAR MATERIAL FOR FILL AS RECOMMENDED BY THE 8DD1 FT. TO 90DO FT. 75 PSF A. 8 1 43 37 56 48
9001 FT. TO 10,000 FT. 100 PSF SUPERVISING GEOTECHNICAL ENGINEER.
(IN ACCORDANCE WITH SECTION 7 OF ASCE 7) 8. ALL SUBGRAOE COMPACTION SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 9 1 1/8 53 46 69 60
SNOW FACTOR: 1.0 6. EXTERIOR GRADE: 1 1/4 65 57 85 74 (IN ACCORDANCE WITH BUILDING CLASSIFICATION) 10
UNBALANCED SNOW LOADS PER SECTION 7.5 OF ASCE 7 A. SLOPE PERIMETER GRADE AWAY FROM BUILDINGS AT 6 INCHES IN THE FIRST 5 FEET, OR AS RECOMMENDED
DRIFTING SNOW LOADS ON LOWER ROOFS PER SECTION 7. 7 OF ASCE 7 BY THE GEOTECHNICAL ENGINEER. 1 3/8 78 65 102 88
DRIFTING SNOW LOADS ON ROOF PROJECTIONS PER SECTION 7.8 OF ASCE 7 11
D. FROST DEPTH SHALL BE 36'" TO ELEVATION 800D FEET AND 42" ABOVE ELEVATION 8000 FT. 7. Atj(;HOR flO!.T::i:
E. WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF INTERNATIONAL BUILDING CODE, 2003 FOR EQUIPMENT, STRUCTURAL STEEL AND PIPING ANCHOR BOLTS SHALL BE ASTM F1554 GRADE .36, UNLESS *IN ACCORDANCE WllH ACI 318-05 FOR CLASS "8'' SPLICES USING GRADE 60 REINFORCING STEEL .
EO!TION, WHICH REFERS TO SECTION 6 OF ASCE 7. A. *SPLICES SHALL BE STAGGERED AT LEAST 24".
WIND VELOCITY 90 MPH OTHERWISE NOTED ON THE DRAWINGS. NUTS SHALL CONFORM TO ASTM A563 GR. A HEAVY HEX. WASHERS
UNLESS NOTED OTHERWISE, CONCRETE PROTECTWN FOR REINFORCING SHALL BE AS FOLLOWS : EXPOSURE CATEGORY C SHALL BE ASTM F4.36 ANCHOR BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH A153. 6.
WIND IMPORTANCE FACTOR 1.15 B. WHERE INDICATED ON THE FOUNDATION DRAWINGS, HEAVY EQUIPMENT ANCHOR BOLTS SHALL BE A1CONCRETE DEPOSITED DIRECTLY AGAINST GROUND : 3" CLEAR.
(IN ACCORDANCE WITH BUILDING CLASSIFICATION) ASTM F1554 GR 105 WITH ASTM A194 GR 2H NUTS AND ASTM F436 WASHERS UNLESS OTHERWISE NOTED. B CONCRETE EXPOSED TO EARTH OR WEATHER AFTER REMOVAL OF FORMS: 2" CLEAR FOR #6 BARS &
HEIGHT AND EXPOSURE COEFfiCIENT AS PER EACH AREA. DO NOT GALVANIZE. LARGER ; 1 1/2" CLEAR FOR #5 BARS & SMALLER UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.
F. EARTHQUAKE LOADS ARE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 WHICH ALLOWS c. UNLESS OTHERWISE NOTED ON THE FOUNDATION DRAWINGS REFER TO TABLE 1 FOR STANDARD ANCHOR BOLT 7. REINFORCING BARS SHALL NOT BE HEATED, STRAIGHTENED OR RE-SENT WITHOUT THE APPROVAL OF THE USE OF THE ASCE 7-05 CODE. THE ASC 7-05 CODE WILL BE USED. THREAD AND SLEEVE LENGTHS.
DESIGN ENGINEER COLO BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. SITE CLASS 0
TABLE 1 MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss AND S1 43.6%, 9.1% 8. THE FABRICATOR SHALL SUBMIT EACH OF THE REBAR PLACEMENT DRAWINGS & ACCOMPANYING BAR LISTS SPECTRAL RESPONSE COEFFEC!ENTS, Sos AND So1 70%, 13% FOR APPROVAL THE FABRICATOR'S PLACING DRAWINGS SHALL BE REFERENCED TO ENGINEER'S DESIGN SEISMIC DESIGN CATAGORY D BOLT ALLOWANCE FOR NUTS THREAD SLEEVE DRAWINGS. BAR LISTS SHALL BE REFERENCED TO THE RELATED PLACING ORA!fii!NGS. THE ENGINEER OR ITS DESIG~ BASE SHEAR 0.105 w
RESPO SE MODIFICATION FACTOR, R
giMPLIFIED PROCEDURE PER
DIAMETER (Unless Otherwise Noted) AT TOP (If Req'd)) STD. LENGTH DESIGNATED REPRESENTATIVE , !fii!LL REVIEW THE FABRICATOR'S PLACING DRAWINGS & BAR LISTS WITH
ANALYSIS PROCEDURE USED IBC 1617.5 d. RESPECT TO CONFORMANCE TO THE DESIGN DRAWINGS. ONE COPY IN!ll BE RETURNED TO lHE FABRICATOR
P1 & LENGTH L APPROVED OR WITH NOTATIONS REQUIRING CHANGE. IN THE LATER CASE , THE FABRICATOR SHALL CLEARLY 4. CONSTRUCTION MEJ:HQQ· N1 N2
THREAD SHELL SIZE
MARK SUCH CORRECTIONS AND RESUBMIT THE DRAWINGS FOR FINAL APPROVAL . APPROVAL Of REBAR
A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE DRAWINGS DO NOT INDICATE _LENGTH-~" ----~··--~---·-"·"-"" ~-( U.11!.~-~;>._QJ:.b ~!.\'li$_!0! _..I:I!:M$:1 ) -·-·---·· -PLACEMENT· ORA WINGS-&·-BAR-··t!STS --sY-ENGINEER-WJLL -NoT-"REtiEVE· F ABR!CA TOR -oF-RESPONSIBIUTY-"FOR··~ ----····-~ ---·-----· ·-·· -THE···CONTRACTORsr·-·-MEANS,-··METHODS; ··TECHNIQUES;· ·sEQUENCEs· ·oF···coNSTRUCT!ON -AND -~JOB--SITE---~~--~--AT THE COMPLETENESS & ACCURACY OF All THE DIMENSIONS & DETAILS. SAFElY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE NOR BOTIOM 9. ALL EXPOSED CORNERS ABOVE GRADE SHALL HAVE A 1" CHAMFER .(NOTE: MANY MAT FOUNDATIONS WILL IS THE ENGINEER OF RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE
CONTRACTOR OR SUBCONTRACTORS, 1/2" 1" 1/2'' 1" 2 1/4" 2" X 5" 1'-0" HAVE EXPANSION JOINTS WITH PAVEMENT ABUTTED. lHESE Wlll BE TEMPORARY EXPOSED PRIOR TO THE
B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT 1 1/4" 2" 1" 2 .3/4" 2'' X 7" 1'-3"
INSTALLATION OF THE PAVEMENT BUT SHOULD NOT HAVE CHAMFERED EDGES.)
DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. 5/8" 10. IMMEDIATELY AFTER FORMS ARE REMOVED , THE FOUNDATION CONTRACTOR SHALL FILL ALL VOIDS TO
.3/4" 1 1/2" 2 1/4'' 1 1/4" 3" 2" X 7" 1'-4" OBTAIN A STRAIGHT & fLUSH SURFACE. IMPERFECTIONS SHALL BE CORRECTED WllH GROUT & THEN All 5. TRADE COORDINATION: EXPOSED FOUNDATION COLUMNS, BEAMS & WALLS ABOVE GRADE SHALL HAVE A STONE RUBBED FINISH.ANY
A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, 7/8" 1 1/2" 2 1/2" 1 1/4" 3 1/4" 2" X 7'' 1' -5" HONEYCOMBING SHALL BE CHIPPED & REMOVED TO SOUND CONCRETE PRIOR TO REPAIRING WllH GROUT.
ELECTRICAL, MECHANICAL, PLUMBING AND SITE DRAWINGS. CONFLICTS IN DIMENSION
1 3/4" 2 3/4" 1 1/2" 3 1/2" 3" X 10" 1'-10" HONEYCOMBING REPAIRS THAT EXPOSED STEEL REINFORCEMENT SHALL BE DOCUMENTED & REPORTED TO
AND INTERFERENCE SHALL BE DIRECTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 1" THE ENGINEER PRIOR TO REPAIR & PLACEMENT .
6. SPECIFICATIONS· 1 1/4" 2 1/4" .3 1/2" 1 3/4" 4 1/4" 3'' X 10" 2'-0" 11. FOUNDATION CONTRACTOR SHALL VERIFY All DIMENSIONS AND EMBEDS PRIOR TO POURING FOUNDATIONS.
CONTRACTOR SHALL CHECK ELEC, GROUNDING, FIREWATER & SEWER DRAWINGS AS MAY BE APPROPRIATE A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THOSE CONTAINED 1 1/2'' 2 1/2" 4" 2" 4 3/4" 4'' X 15" 2'-8~ TO ENSURE All UNDERGROUND LINES ARE IN PLACE PRIOR TO THE POUR . PRIOR TO IMPLEMENTATION OF IN THE SPECIFICATIONS, NOTIFY THE ENGINEER OF THE DISCREPANCY PRIOR TO CONSTRUCTION. FIELD MODIFICATIONS FOR CONSTRUCTION OR PLACEMENT ERRORS, THE ENGINEER OF RECORD SHALL BE
1 .3/4" 3" 4 3/4" 2 1/4" 5 1/2" 4" X 15" 2'-10" NOTIFIED IN WRITING FOR APPROVAL OF ALL FIELD DESIGN CHANGES. 7. OPENINGS:
3'-4" 12. FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOIL OR ADEQUATELY COMPACTED FILL PLACED IN A. OPENINGS, SLEEVES, POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOINTS. COLUMNS, ETC. 2" 3 1/4" 5 1/4" 2 1/2" 6" 4" X 18"
ACCORDANCE WlTH THE GEOTECHNICAL INVESTIGATION UNDER THE SUPERVISION OF A QUALIFIED INSPECTOR UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN
2 1/4" 3 3/4" 6" 2 .3/4" 6 3/4" 4" X 18'' 3'-10" IF THE SOIL THAT SUPPORTS THE FOUNDATION IS TO BE EXPOSED OVERNIGHT, IT IS RECOMMENDED THAT DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, ETC. NOT SHOWN ON THE A 2'' SEAL SLAB BE INSTALLED AFTER THE SUBGRADE HAS BEEN INSPECTED TO ENSURE ADEQUATE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 2 1/2" 4" 6 1/2" 3" 7 1/4" 6" X 24" 4'-2" BEARING CAPACITY FOR SOIL BEARING FOUNDATION .
8. EXISTING CQHJl!.Il.Q.!iS.; 2 3/4" 4 1/2" 7 1/4" .3 1/4" 8" 6" X 24"' 4'-4" 13. STRUCTURAL FILL SHALL BE USED AS BACKFILL AGAINST FOUNDA110N & TO RAISE GRADE. EXCEPT ASANI
A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS PRIOR TO CONSTRUCTION. INDICATED ON TI-iE PLANS FOR FROST PROTECTION FILL . FROST PROTECTION FILL SHALL BE A SAND D
3" 4 3/4" 7 3/4" 3 1/2" 8 1/2" 6" X 24" 4'-6" GRAVEL FILL CONFORMING TO THE GEOTECHNICAL RECOMMANDATIONS.THE FILL SHALL BE FREE ~ 9. STRUCTI JRA! lAYOUT: SIGNIFICANT ORGANIC , DELETERIOUS MATERIAL & SHALL HAVE AN EFFECTIVE PARTICLE 01 Q!)G:'Et>/Q
A, ALL CONCRETE & STEEL MEMBERS ARE CENTERED ON PLAN GRIDS UNLESS NOTED OTHERWISE. TiiAN 3'". ~ , •••• ~ ..... "'"
8. FOR DATUM ELEVATION SEE SEE '"BENCHMARK NOTES" DWG. 2033-101-30-C!-1102-02. STRUCTURAL MATERIALS 14. GROUT FOR EQUIPMENT & SASE PLATES SHALL BE AS NOTED: :-vC:····~ Q. 8(;~~
HAZARQOUS MATERIAL.Q8IA; PIPE RACK, SKID, AND MISC. SUPT. BASE USE CEMENT GROUT 0 ." "</ ,(>I 10. 1.0 CONCRETE: CONCRETE MATERIAL PLACEMENT AND TESTING SHALL BE ACCORDANCE WITH CONCRETE EQUIPMENT STRUCTURES -USE FIVE STAR GROUT OR APPROVED EQUAL Q .:;;· ''l'-a A. THIS FAC!UlY IS DESIGNED TO ACCOMMODATE APPROXIMATELY 50 MILLION STANDARD CUBIC FEET PER DAY SPECIFICATION 203.3-240-30-SP-0004-01 UNLESS OTHERWISE NOTED ON THE DRAWINGS. VESSEL BASE PLATES -USE FIVE STAR GROUT OR APPROVED EQUAL : • ~J (MMSCFO) OF PRESSURIZED. WELLHEAD-QUALITY NATURAL GAS (I.E., NATURAL GAS THAT HAS YET TO HAVE EXCHANGER SLIDE PLATES-USE FIVE STAR GROUT OR APPROVED EQUAL ;0 ~¥259
WATER, CARBON DIOXIDE, AND NATURAL GAS LIQUIDS REMOVED PRIOR TO SHIPMENT AS PIPELINE 1.1 Qfl:l_ERAI BEQUIREMENTS: PUMPS LESS THAN 25HP -USE FIVE STAR EPOXY GROUT OR APPROVED EQUAL ~ C(. (\IV QUALITY NATURAL GAS). THE NATURAL GAS WITHIN THIS BUILDING IS CONTAINED WITHIN S~~EL PIPELINES
CONCRETE FOR ROTATING EQUIPMENT FOUNDATIONS (25 HP AND GREATER) SHALL BE PROPORTIONED PUMPS 25HP AND GREATER -USE FIVE STAR EPOXY GROUT OR APPROVE EQUAL .. ~Q ·, po_:-
~NO ASSOCIATED PRESSURE-RATED VE55EL5 DESIGNED PER A5M~ "~~~ API 1.
COMPRESSORS AND TURBINES -USE FIVE STAR EPOXY GROUT OR APPROVE EQUA60:~;~~~ ·f? AZARDOUS'MATFR!i.i:s "AR'E sTORED NOR UTILIZED WITHIN "TillS 1 iNr.:,::.--THiS Js APPLICABLE FOR ALL H-:) TO OBTAIN A MINIMUM COMPRESSNE STRENGTH OF 4000 PSI ® 28 DAYS. . {"'"··' ~UPANCY :~~LOSURts. 2. ALL OTHER CONCRETE SHALL BE PROPORTIONED TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF BOLT: ~<-,> ....... .-:; '-::;:.:--OT APPLICABLE FOR ENCLOSURES RATED OCCUPANCY FOR S OR U. ffi •. .3000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. SPECIFICATION OF THE CONCRETE STRENGTH FOR
1. ANCHOR BOLTS SHALL BE SET BY MEANS OF A TEMPLATE. REINFORCING STEEL MAY BE SPR ~~~A·~-~\\_;_~ J GENERAL CIVIL N SEAL SLABS MAY BE REDUCED TO 2000 PSI AT 28 DAYS. TO ACCOMMODATE SLEEVES. REINFORCE SHALL NOT BE CUT. '-.4 -i2'1:CL""tJ-
)
FOUNDATIONS 3. THE MAXIMUM NOMINAL AGGREGATE SIZE FOR FOOTING MATS & MASS POURS SHALL BE 1 1/2"' DIA. 2. USE PRECAST "PB" OR "DB" CONCRETE BAR SUPPORTS TO SUPPORT REINFORCEMENT Sl~Mt5Arr-:: ( --31-1 1. GEOTECHNICAL INVESTIGbi.!Q!i; THE MAXIMUM NOMINAL AGGREGATE SIZE FOR POURS ABOVE MATS SHALL BE 3/4" DIA. 3. CLASS "B" LAP UNLESS NOTED OTHERWISE. ·-. C:. )
A. A GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEERING GROUP, INC. OF GRANO JUNCTION, CO, DATED 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615/615M GRADE 60 ( 420MPo). 4. NO ADDITIONAL REINFORCING IS REQUIRED IF OPENING !S LESS THAN 12" DIAMETER.
APRIL 27, 20D7 (JOB NO. 2628-G) IS AVAILABLE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL 5. UNLESS OTHERWISE NOTED REINFORCING STEEL SHALL BE SPUCED AS FOLLOWS : 5. EMBEDDED ITEMS SHALL HAVE A MINIMUM OF (2) ANCHORS.
OF THE REPORT REQUIREMENTS. THE FOLLOWING DESIGN PARAMETERS HAVE BEEN DEVELOPED BASED ON 6. AU. EMBEDDED STEEL THIS DRAWING SHALL MEET ASTM A36. UNLESS OTHERW!SED NOTED.
THIS REPORT. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. IF CONDITIONS DIFFER FROM THOSE A) COMPRESSION SPLICES: 30 BAR DIAMETERS MINIMUM, BUT NOT LESS "THAN 12". 7. ALL EMBEDDED STEEL SHAI.L BE FINISHED AFTER FABRICATION AS SHOWN ON THE PROJECT DESIGN
PRESENTED HEREIN, THE ENGINEER SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. B) TENSION SPLICES: SHALL BE CLASS "B" IN ACCORDANCE WITH ACI .318 (SEE SPLICE TABLE) ORAWlNG.
C) MINIMUM LAP FOR WELDED WIRE FABRIC SHALL BE ONE FULL MESH PLUS 2" BUT NOT LESS THAN 12" 8 . DIMENSIONS ON PROJECT DESIGN DRAWING ARE BASED ON FORMED CONCRETE. CONTRACTOH MUST 2. . S.ffiE&LE.QQI.!.tffi.S; 0) LONG MAT SPLICES TO BE STAGGERED I.E. NO MORE THAN ONE HALF THE BARS TO BE SPUC£0 AT OBTAIN WRITTEN APPROVAL FROM THE ENGII\I·Di PRIOR TO USING EARTH FORMED
A. FOOTINGS SHALL BE DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE AS GIVEN BY THE THE SAME LOCATION. CONSTRUCTION. GEOTECHNICAL ENGINEER AT THE V/II~IOUS LOCATIONS IN THE PROJECT.
8. SUBGRADE SHALL BE INSPECTED AND SIGNED OFF BY A COLORADO STATE REGISTERED GEOTE:CHNICAL
ENGINEEH TO VERIFY THE ABOVE BEARING C/lf'ACITlES IMMEDIATELY PRIOR TO CONSTRUCTION OF THE FOOTINGS.
" " REVISION O(SCRIPTIOI-/ DATE '"' ~ e Chevron North America CHEVRON NORTH AMERICA & ' "' ISSUEO f'OR CONSTRUCTION 08/08/08 Exploration & Production MCilU PICEANCE FIELD DEVELOPMENT EPS
I+ OCM RfYlSEO GENERAL INI'ORMATION NOTES 08/19/08 CENTRAL F AGILITIES ISSUED FOR CONSTRUCTION REVISED ~ ..
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SCALE: 1/2'',1'-o" (}/:jy' I"?\ \'0 ' -O'" o·.C.
ci ~~Q :2'; •'·'·'-~ "' %\·~~ >if· " "-
~ "' 0
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'<:,. &,:·: .. ······;:;\~;) n ';.., I 15/16"
-;2,h)J<,Jl\\_ \ .. ~
T.O.C. EL. 3' 8 -".d I. ~ALL STANDARD <Q:z;:.:_y..z:;:.r. ~·
FIN. GR. El. 3'-4 15/16" • • • ~~~-II' 90' HOOKS DATE 07-31-10 '~ "" ''" ~-r EXP.
COMPACTED ~ QW
STRUCTURAL FILL -'n I ~5 @ 12" @ ;:;5~ ;-, ±) o.c. ~ .._,u,_ I ~ --r-::. --·--~ EACH FACE)__.-,--I • ,. t--oo~~-~0 ~~ l~gggl l\JY~.) REBAR FOR GROUNDING -<-< ' @ EACH SIDE OF FDN. I • • 0 0 I SEE owe. 1101-03 -"• = \. d 0 v:~-== EXISTING COMPACTED "" ''" jL. SOIL FIELD VER~ I WJlJJ h\1 (SEE NOTE 2) #5 @ 12" . . ,. • 3" CLR (±) o.c. 3" CLR. '
(TYP.) (EACH WAY) (TYP.)
A. ~~ IJliii oO [g ~~ (TOP & BOT.) v
DETAIL OF REINFORCING @ WALL CORNER l (~,:~ ,lJ, II_~~~~ 0 SECTION 0 SCALE: N.T.S.
ISSUED FOR CONSTRUCTION SCALE.~l /2''-1 '-07.
DATE: 09/!9/08 CENTRAL FACILITIE~
~ SCALE: IH.S.
iOTES:
1. FOR CIVIL GENERAL NOTES SEE DWG. No. 2033 201 3Cl~CI 1101 01. "' " REVISION O(SCRIPTION OAH: '"' '" e Chevron North America CHEVRON NORTH AMERICA
2. FOR EXCAVATION ANO ENGINEER~IREMENTS SEf/' 0 JGR iSSUED fOR CONSTRUCTION 09/19/08 " '" Exploration & Production -MCBU PICEANCE FIELD DEVELOPMENT -EPS OWG. No. zo:B-201-30 Cl 1101 01. "" c "' REVISED REf. OWGS. 12~2:yoe JGR '" CENTRAL FACILITIES
3. FOR DATUM ELEVATION SEE BEN N . . D.:'3:·20T"-30-'101-1~C~'I_l ----OWG. SCAU:: 1/2",.,1'-0" ORAWH BY: DAW MBD-1075 LIQUID SEPARATOR FOUNDATION 4. FINISH TOP CONCRETE WALLS TRUE AND Lf.:VEL TO RECEIVE SKID. ~PROJECT OR!G. OATr: 11/12/2007 CHECKED 9Y: 00 / JCR
5. FINISH GRADE TO PROV!OE MIN. OF S 0" COVER FROM BOTTOM OF FOOTING. ASSOCIATES PR\IJ(CT AIT: Al'f'lWVW BY: MD SHDEII O~W!NG NU).!SER I 1 ' 6. FOR SKID COORDINATES SEE FOUNDATION LOCATION PLAN OWG. 2033 201-30-CI 1102":: 15 t'"''"""('"~"·"'"'""""-"'"~""·'"c:. -·--2033 201 30-CI 1113 01 '""' ~. <•<~ """""·("'I;""""' '~""'"'·co."""'""""~"'"' PlOT SCALE: PLOT DATE: --· -! I P41 lll£0 12/26~07 07:4~ ""' \ 0~" ~o-.wM P:-.~""" ~"""'""' ?~~ '-?M •• 'Vl-n. ,,..._ .... ,
DWG.
1102-11 fl--------"~ I
11---------'1 r --
,--jL ___ 1 DWG. s---1-'---,
' '
OWG.
1102-13 r--,-1--
L-~ I
DWG. o r-, 1102-17
L_..J
II
HOLD UNTIL LOCATIONS AND ELEVATIONS
ARE VERIFIED AFTER INSTALLATION
Chevron North America
Expolorolion & Production -MCBU
PAl
ISSUED FOR CONSTRUCTION
I
DEVELOPMENT
CENTRAL FACILITIES
CIVIL PLOT PLAN
CODE COMPLIANCE DATA
2003 International Building Code
2003 International Mechanical Code 1
2002 National Electric Code2
2003 Fuel Gas Code
2003 ICC/ANSI A 117.1 Acceptability Standard 3
2003 International Energy Conservation Code
2003 International Plumbing Code4
GENERAL INFORMATION
Manufacturer ID: 4225
Dimensions: 12'-8" x 40'-0" x 12'-0" peak (11'-0" eave)
Stories: 1
Occupancy Type: H2 5
Building Area: 520 sq-ft (enclosed space)
Model Liquid Separator Building
BASIC DESIGN CRITERIA
Building Type: S -Single Slope
DRAWING LIST
QTY NUMBER
66-20-H3PH-BLDG 1 OF 3
66-20-H3PH-BLDG 2 OF 3
66-20-H3PH-BLDG 3 OF 3
ENERPAN-DETAILS
8-30-SKID-SHT 1 OF 3
8-30-SKID SHT 2 OF 3
8-30-SKID-SHT 3 OF 3
CENTER OF GRAVITY
66-20-H3PH-ASSY-SHT 1 OF 3
66-20-H3PH-ASSY-SHT 2 OF 3
66-20-H3PH-ASSY-SHT 3 OF 3
2033-201-30-CI-1113-01
0706-100
0802-0101
0802-0102
0802-0103
0802-0104
DESCRIPTION
LIQUID BUILDING SHEET 1 OF 3
LIQUID BUILDING SHEET 2 OF 3
LIQUID BUILDING SHEET 3 OF 3
BUILDING ATTACHMENTS DETAILS
LIQUID SKID SHEET 1 OF 3
LIQUID SKID SHEET 2 OF 3
LIQUID SKID SHEET 3 OF 3
SKID LOCATION FOR CENTER OF GRAVITY
LIQUID SKID ASSEMBLY SHEET 1 OF 3
LIQUID SKID ASSEMBLY SHEET 2 OF 3
LIQUID SKID ASSEMBLY SHEET 3 OF 3
LIQUID SKID FOUNDATION DRAWINGS
ELECTRICAL JUNCTION BOX
ELECTRICAL INSTRUMENT LOCATION PLAN
ELECTRICAL LIGHTING PLAN
ELECTRICAL POWER PLAN
ELECTRICAL GROUNDING PLAN
Building Contains: Well Pad Separator, piping, valving and instrumentation
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 080208-CS-MBD-1 075 INSTRUMENT CONDUIT AND CABLE SCHEDULE
Roof Slope: 8.97 deg
Building Size: 12'-8" x 40'-0"
Peak Height: 12'-0"
Eave Height: 11 '-0"
Live Load of Roof: 13.6 psi
Floor Live Load: 125.0 psi
Floor Dead Load: 10.0 psi
Approximate Weight of Building: 5,500 LB
Roof Panel Span(s):
Span 1: 12'-8"
Construction Type: liB
LOADS:
Snow Loading:
Ground Snow Load: 65 psi
Flat Roof Snow Load: 75 psi
I,= 1.1 c.= 0.9 c, = 1.1
Wind Loading:
Wind Speed: 90 MPH
Importance Factor: 1.15
Exposure: "C"
Wind Topographic Effect: 1.2 per IBC 2003 (3 sec. gust)
GCpi = +/-0.18
c.= 0.9
q,: 20.2 psi
Building is "enclosed"
SEISMIC DATA
Seismic Loading:
Design Base Shear: 1,000 pounds
Seismic Use Group: II
Importance Factor: 1.25
Site Soils: "D", S, = 0.38, S1 = 0.09,
Fa= 1.49, Fv = 2.4
Seismic Design Category: "B"
Site Soil Bearing Capacity: 2000 psf (per IBC 2003)
Site Soil Classification: D (per IBC 2003)
Other Loadings and Data:
Concentrated Roof Load: Not Applicable
Allowable Roof Panel Deflection: 1.075 inches to 1.543 inches
Allowable Wall Panel Deflection: 1.075 inches to 1.543 inches
NOTES:
1) J.W. Williams will not provide any mechanical type forced ventilation.
2) J.W. Williams will not provide any AC type electrical connections, panels or devices.
3) J.W. Williams will not provide any water supply system; they will only provide a floor
drain system to collect any liquids for transport on a bulk basis for appropriate disposal,
by CHEVRON
4) This building is not designed for human occupancy except for periods of operation and
maintenance of equipment that shall be performed by authorized CHEVRON technical
personnel only.
5) This building does not have conditioned air and is exempt from energy code requirements.
(20031ECC 101.2.1)
COVER PAGE
J.W. WILLIAMS INC.~,~~~
NO.
8/19/2008
a FLINT Compa Liquid Separator Building B
""·
ISO VIEW
PLAN VIEW
' ' --ll£::..1
r.o. tu~N
@ELEVATION ®END VIEW ®INTERIOR BENT
0 END VIEW
T
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9'-o'
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@END VIEW
'.
"" '"' . """ " ..
NOTES
REfERENCED DRAIJINGS
REVISIDN
r.o. '1.~'\.!ll!s LLIAM~-.. ~~~: v~~I·:>J-1• ... J.W._W_I .. _-·~'"'""'""""
.......... ~ -D FIELD SERVICES -TION AN FABRICA
BUIUIING
HDUSU«i DETAIL ENCLil~HEVRON
"" ,. "'"' ::: -j ";:6~2 0-H3PH-BLDG_lli 1!'479 :\/It .$1 :. 2 DF 3 om $CAl£> N.r.s.
~··
~··
=;· !1-_-_-_-_-__ -1
i
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'
LIFTING LUG
SCAt.£: NONE
SEE DWG. 8-30-SKlD FOR OETNLS
Ul"nNG LUG DESIGN ENGINElR CERl!FlfD
THIS OMW~G IS PROP!:IITY Of .J.W. 1'/!lLIAMS. INC, A FliNT COMPANY, AND IS NOT TO SE W~EO. COPlRO 0RI1Effi00l/CEO IN MY WAY WITHOUT THE llfliTTEN CONSENT Of J,W. WIW..IM\S, U'IC.
"'
•
SUGGESTED LIFTING DIAGRAM
NOTES
NOTES' 1 ,) SUNG ARRANGEMENT SHOIJLO BE ADJUSTED lO N..JJ:1« FOR FIAT UFr.
2,) THIS DETAIL OAAWING FOR IU.US'I'Rf.TION PURPOSES ONLY,
3,) SIZING Of SPREADER BAR, CABI.ES AND OTHER UF'I!NG IAATERIALS TO BE CUSTOMER RESPONSIBIUTY
ES11WITEO SHIPPING WEIGHT: !50,020 lba.
"" "'" ""' " ..
REFERENCED DRAVINGS
R£VISIDN
"''"""'
P.o. aox 111a
WAI,.~i,;R, T~XA!l
<f~·n1-~~2~
FABRICATION AND FIELD SERVICES
BUILDING
SUGGESTED LIFTING DETAIL
Cl£'1RllN
'"" ""' ""Ill
DATE• eii09 66-20-H3PH-BLDG
auT• ll If 3
E-PANEL
-i
' ~.
WALL/ROOF CROSS SECTION
Seal Typ;cat
~Weallw Proofmg Malerial)
#14 Type"A"
SCII~W
FASTENING DIAGRAM
THERM0-102 WALL PANELS
TYPICAL THICKNESS (A): I 1/2" TO 6"
STANDARD LENGTHS: 0 TO 27'
CORNER DETAIL CROSS SECTION
REMOVABLE STYLE ACCESS PANEL
jAiuminum Frame Delails I
··-:
. ·-··
EXTERIOR WALL TO FOUNDATION WINDOW SPECIFICATIONS
fsmcone Seal
Structural Ste;l! Skid
TYPICAL THICKNESS (A): I 1/2" TO 6"
PLEXIGLASS SKYLIGHTS
INCLUDED:
DOOR SPECIFICATIONS
INCLUDED:
FASTENING SCHEDULE
WINDOWS (36" x 36" AND LARGER) -6" SPACING.
VENTS AND TURBINES -6" SPACING
•• ~;._'ii':.:;,IC) DOORS-12" SPACING (BOTH SIDES)
: 1/-// @]
/
:;::/=:::::::::::=!'·
@£]
I !12" POLYURETHANE PANEL SYSTEM
24 GA. SHALE GREEN (MUNSELL SOIL) EXTERIOR
26 GA. WHITE INTERIOR
12'-8" W X 40' L x II' EAVE (12' PEAK) GABLE STYLE BUILDING
J. W. WILLIAM$ fNC. :A&o8R~xr~:!s
~~.9~H-~4
-of~lUT<:<>m~ony
FABRICATION AND FIELD SERVICES
GENERAL BUilDING DETAILS
EN£RPAN BUILDINGS
..
ENERPAN-DETAILS
1.) CROSS MEMSER TO t.ONG eEAA1 SHAIJ. BE FORN CIJT PRO\IIDJNG 100lC I'VU. WEB CONTACT. FLAT PlATE 6fAM
GUSSETS MUST BE HAMt.tER AT PRIOR TO wao!NG TO ENSURE£ I'VLL SUPPORT AND NO GAPS.
2.) TOL£RANCES FOR SKID CONSTRUcnON ARE M3 f'OU..OWS:
+1/32~ PER FOOT ON WIDTH (SKID SURI"ACE l'l.ATNESS)
w6M:6f~1f~J0.21~~~6U'f~SAG~HEN~lOR LENGTH (Sl(!O SURFACE FLATNESS)
1/8• MAXIMUM DIFFERENCE IN ANY JOINT DEPTH.
1/4! $1(10 O!l.IENSIONS.
J/16" MAXIMUM fW' TOL.'ERANCE 01' CROSSMEMBER WE9 TO LONG 8001,
3.) All STRUCTURAL WEUliNG SHAll. COMPLY WITH THE I.AlEST EDITION OF AWS 01.1.
4-.) THE STRUCTUIW.. SKID WELO!NG PROCEOURES SHAll. BE:
FCAW FOR All STRUCTURAL STEEL JOINTS (BCAI.t FlANGES, WEBS, GUSSETS, ETC.)
GW.W FOR NON-STRUCT\IRAL (WJ. WEl.OING, ORiP UPS, ETC.)
5.) THE STRIJCT1JRAL WELOS SHALL 6E:
I'VLL PENETRAllON FOR AU. FlANGe TO FLANGE JOINTS
FUll STRENGTH (f1UF;T) FOR AU OTHER STRUCTlJRAL WELOS (WEB, ETC.)
SfAL WElDING FOR Nff NON-LOAD BEAAING WS.OO.
FILLEr FOR All Ol11ER WELOS {C'fl.HiOO'I & PIPE SUPPORTS, . GUSSETS, VESSELS)
6.) All OIMENSIQNS ARE: TO CENn!RUNES ON 8E1WS ANO COUIMNS, TOP SURFACES OF PLAT£ FLANGES OF &AlliS.
eACKS OF CHM1Na5 AND ANG!.£S, UNLESS NOTED.
7 .) ~ INDICATES OJRECTION OF GRATING SPAN.
8,) ITEMS DESIGNED AS SHIP LOOSE SHAU. BE ASSEJ.!Bt.m IN THE SHOP AS COMPLEI'aY AS POSSIBLE, PRIOR
TO SHIPMENT.
9.) SKID lAOOER, PlAlFORN AN!) HANDRAILS TO BE PAINi'EO PER CUM PI'IJNT SPEClF!CATlON.
10.) DEC!< PlAT£ (ITEM 39) TO BE NON-SKID OOATEO PER CUENT SPEClRCATlON.
11.) AU. OIMa-ISIONS MUST BE VERiFIED PRIOR TO FASRICATlON.
12.) UFT!NG WEIGHr • 57,560 lba. TOTAL w/ MINIMUM SHACKLE CAPACilY • 50,000 lbll. FOR EACH UFT!NG LUG.
ISO VIEW
SCALE: NONE
... J.W. WILLIAMS INC. ~~.ir1~~~ ~ oA.INTC<>rnp<~n·1
FABRICATION AND FIELD SERVICES
14'.-{l' x 35'-G' SKID FUR
lrGUID SEPARAT!JR ASSY. <MBD-1075)
CH£VR!JN
8-30-SKID
14'-o·
SKID EOOE
lf5' IP
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SKID EOCE
SUPPORTS AND STAIRS
NOT SHOWN FOR ClARITY
S£E SHT. 3 OF 3
1'-Q}(." T.O. MAIN STEt.
411);,·
0
REFERENCE: UNE
BOTTOM OF SKID
(2) 1 1/16.
AIICHOR
BOLT HOLES
SE£ UFnNG LUG DETAIL
OWG. 0308-0106
• !IllS IJRI\WlNG IS AAOP(lllTY 01' J.W. WILLIM1S, INC. A fLlNT COMPANY. AND IS NOT TO SE LOI\NEO, COPJ~O OR RE'PilOOIXED IN ANY WAY WITHOUT TilE WRIHEN CONSENT Of J .• WIU..!A"\S, !NC.
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__..-SEE ST£P DETAIL
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" .. REVISION
~J.W. WILLIAMS INC. :MlJ.':~~·~
-~FLINT Com~•~v 9:16.<131·21.2~
FABRICATION AND FIELD SERVICES
'"""' ..
14'-6' x 35'-{J" SKID FUR
LIQUID SEPARATIR ASSY. <MBD~t075)
CHEVRJJN
I!U73 Qf(l ~ '""' ""' '""' """' $tiT• 2 IJ' 3
8-30-SKID .m SCN.Ei N.T.S.
STEP PLAN VIEW
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1'-S 1/4" 8
SECTION A-A
SECTION 8-8
~/.SS'f, REQ'O, -IS SHOWN~
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T,O. lbi!N STE£1.
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PIPE SUPPORT 1 DETAIL
SCAlE: 1/2"-t'-o"
2'-0"
DRAIN PLAN SECTION C-C
DRAIN TROUGH DETAIL
~ 1/2"•1'-0" ~,• (2 I<SS'f, REQ'O.)
PIPE SUPPORT 2 DETAIL
SCALE: 1/2"•1'-0"
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PIPE SUPPORTS 6 &: 9 DETAIL
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T.O, MAIN STEEL
PIPE SUPPORTS
3 &: 7 DETAIL
,..
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PIPE SUPPORTS 8 DETAIL
SCALE: 1 1/2°«1'-o"
ijQIE: SEE STRUClVRAL NOTtS OWC. 0308-0102.
2 '5/6" OLo\. HOI£
ELEVATION SECTION D-D
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SCALE: 1 1/2" .. 1'-<l"
LIFTING LUG DETAIL
SCALE: I 1/2"•1'-0"
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~
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PIPE SUPPORT 5 DETAIL
SCILE~ 1"•1'-o"
FABRICATION AND FIELD SERVICES
14'-Q' x 35'-Q' SKID f1R
LWUID SEPARATOR ASSY. <MBD~t075>
Cl£\IR(]N
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PEliCAN ··•••'ENERGY
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COVINGTON, LA • METAIRIE, LA
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PENETRATION
(I @ #S008000000121,
1 @ #AWK0001201021.
2 @ #ASP0001200021,
12 @ #RM20 MODULE,
8 @ #RMJO MODULE,
6 @ #RM40 MODULE,
2 @ I/RM60 MOOULE.)
CHEVRON NORTH AMERICA E&P
PICEANCE FIELD DEVELOPMENT-CPF
LIQUID SEPARATOR (MBD 1075)
INSTRUMENT LOCATION PLAN
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1, CONTRACTOR SHAll. PROVIDE ATIACHEO ON F'ACE OF POVIE:R PANEL. A 1/16" 1HICK
PHENOUC NAMEPLA lE, BLACK VIITH 'MiiTE LETTERS ro REAO.
3 4 5 6
(T'!!'. 4 PL)
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---------PANEL •LP-107!Sw
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2. CONTRACTOR SHAll. PROVIDE A PANEL DIRECTORY CARD.
3, PER NEC ART-110 MAINTAIN DISTANCE OF 2'-6" FRQJ FRONT OF PANEL TO NEAREST OBSTRUCliON.
4. SEAL-OFFS SHALL BE PLACED IN AU. RECEPTAQ.E CONDUITS
WITHIN 18~ Ot RECEPTAQ.E UUNCl10N BOX.
5, MOUNT RECEPTAQ..E 1'-G• FROM FINisH FLOOR TO CENTERUNE OF RECEPTACLE.
6, SEE DRAWING f 0802-0102 FOR BUBBlED ITEMS MATERIAL UST.
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SEE NOTE #3
12" CABLE TRAY FRC!.4
El.£C1RICAL PENETRATION TO
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SEE NOTE #1
GROUND BAR ELEVATION
N.T.S
B
1.) SKID 'vENDOR TO DRILL & TAP 2 HCU:S ON OPPOSrTE CORNERS Of THE SKID.
DRILL AND TAP 1/2-13. TO BE USED BY OTiiERS FOR SKID GROUNDINGS.
A 2.) JJNCllON BOXES AND HEATERS ARE MOONTEO TO H/2" x H/2" K 1/4" ANGI.£
ON HORIZONTAL PLANE. l;fRTICAL ANGLE IS ATTACHED TO HOO!ZONTAL ANGLES (3)
AND GROUND BAR IS BOll!D TO ANGIJ:.
3.) CATALYTIC HEATER -#12 THHN w/ Jjl( RMC.
2 3 4
LP-1075-5
5 6
1 1/2"X1 1/2"X 1/4" -(
SEE NOTE #2
CATALYTI
HEATER
OCJB-1075
1 1/2"X1 1/2"X 1/4" '<.
SEE NOTE #2
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PELICAN ·e••··eNEAGY
CONSULTANTS U.C
COVINGTON. LA • MET A!RIE, LA
5 6
7 8
F
E
SEE NOTE #1
D
c
B
CHEVRON NORTH AMERICA E&P
PICEANCE FIELD DEVELOPMENT-CPF
LIQUID SEPARATOR (MBD-1075)
~~ GROUNDING PLAN A
7 8
Chevron Piceance Basin Project
Liquid Separator Skid-MBD-1075
Instrument Conduit and Cable Schedule
Document #080208-CS-M B D-1 075
Revision D
Cable Number Instrument Cable, Type 300V, CU, Stranded Conduit Size & Type From To Comments
LIT-1075A 1 PR. #16 SHLD. 15" RMC OCJB-1075 LIT-1075A --
LIT-1 075B 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-1075B
LIT-1075C 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-1075C ·-
LIT-10750 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-10750 ·-·-FIT-1075A 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075A ---·----
PIT-1075A 1 PR. #16 SHLD. 1.5" RMC OCJB-1075 PIT-1075A ------
PCV-1075B 1 PR. #16 SHLO. 1:5"RMC OCJB-1075 PCV-1075B
FIT-1075B 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075B
PIT-1075B 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 PIT-1075B --
LCV-1075A 1 PR.. #16 SHLO. 1.5" RMC OCJB-1075 LCV-1075A
TIT-1075 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 TIT-1075
FIT-1075C 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075C ---PCV-1075A 1 PR. #16 SHLO. .1.5" RMC OCJB-1075 PCV-1075A
LCV-1075B 1 PR. #16 SHLD. 1.5" RMC OCJB-1075 LCV-1075B
SOV-1 075B 4 PR. #16 SHLO. 1.5" RMC OCJB-1075 ZSC-1075B
OCJB-1075 ZS0-1075B
OCJB-1075 SV-1075B --OCJB-1075 HS-1075B
1--
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C:\Oocuments and Settings\matthewcosta\Oesktop\RT\Transmittals\080208-T0027\080208-CS-MBD-1 075 Rev D.xls