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ERECTION NOTES
1. All bracing shown and provided by the Metal Building Provider for this building is required and shall be installed by the
erector as a permanent part of the structure ("Code of Standard Practice for Steel Buildings and Bridges" in the
ANSI/AISC 303-16; Section 7.10).
2. Temporary supports, such as guys, braces, falsework, cribbing or other elements required for the erection operation
shall be determined and furnished by the erector ("Code of Standard Practice for Steel Buildings and Bridges" in the
ANSI/AISC 303-16; Section 7.10.3).
3. Normal erection operations include the correction of minor misfits by moderate amounts of reaming, grinding, welding
or cutting, and the drawing of elements into line through use of drift pins. Errors which require major changes in the
member configuration are to be reported immediately to the Metal Building Provider by the customer to enable whoever
is responsible either to correct the error or to approve the most efficient and economic method of correction to be
used by others ("Code of Standard Practice for Steel Buildings and Bridges" in the ANSI/AISC 303-16; Section 7.14).
4. Erection tolerances are set forth in the "Code of Standard practice for Steel Buildings and Bridges" in the ANSI/AISC
303-16; Section 7.13 note that individual members are considered plumb, level and aligned if the deviation does not
exceed 1:500. Variations in finished overall dimensions of structural steel framing are deemed within the limits of good
practice when they do not exceed the cumulative effect of rolling, fabricating, and erection tolerances.
4.1. When crane support systems are part of the metal building system erection tolerances Section 6.8, Erection
Tolerances, 2015 MBMA Metal Building Systems Manual shall apply. To achieve the required tolerances grouting of the
columns and shimming of the runway beams may be required. The customer shall provide grout if required. The
contractor erecting the runway beams is responsible for shimming, plumbing, and leveling of the runway system. When
aligning the runway beams the alignment shall be with respect to the beam webs so that the center of the aligned rail
is over the runway web.
5. As a general rule field welding is not used to assemble a metal building system. In cases where the drawings indicate
field welding and in cases where approved corrections are to be made by field welding the following requirements shall
be met:
5.1. Welders must be qualified by an independent testing agency, with suitable documentation to AWS D1.1 Structural
Welding Code - Steel or AWS D1.3 Structural Welding Code - Sheet Steel as applicable, for the processes, positions,
and materials involved.
5.2. All welds must be made in conformance to a documented and approved Welding Procedure Specification (WPS).
All joints which are not prequalified must be supported by a certified Procedure Qualification Record (PQR) by an
independent testing agency.
6. All documentation and records shall be the responsibility of the customer.
7. Any claims or shortages by buyer must be made to the Metal Building Provider within two (2) working days after
delivery, or such claims will be considered to have been waived by the customer and disallowed. All claims should be
directed to the Metal Building Provider's Customer Service Department.
8. Claims for correction of alleged misfits will be disallowed unless the Metal Building Provider shall have received prior
notice thereof and allowed reasonable inspection of such misfits. Ordinary inaccuracies of shop work shall not be
construed as misfits. No part of the building may be returned or charges assessed for alleged misfits without prior
approval from the Metal Building Provider.
9. Neither the Metal Building Provider nor the customer will cut, drill or otherwise alter their work, or the work of other
trades to accommodate other trades unless such work is clearly specified in the contract documents. Whenever such
work is specified the customer is responsible for furnishing complete information as to materials, size, location, and
number of alterations prior to preparation of shop drawings ("Code of Standard Practice for Steel Buildings and Bridges"
in the ANSI/AISC 303-16; Section 7.15).
10. The Metal Building Provider Field Modifications Policy:
10.1. The Metal Building Provider will only be responsible for the field -modified parts designed and approved by the
Metal Building Provider's Customer Service Department.
10.2. Any field modifications designed by third parties may not be approved by the Metal Building Provider and may
limit the Metal Building Provider's warranty and liability.
10.3. The Metal Building Provider makes no warranty and hereby disclaims any responsibility with respect to the
design, engineering, or construction of any field -modified parts performed by third parties.
11. WARNING - SOME PANELS AND TRIM PARTS ARE FURNISHED WITH A PROTECTIVE PEEL -OFF FILM. PARTS PROVIDED
WITH THIS FILM CANNOT BE EXPOSED TO SUNLIGHT WITHOUT FIRST REMOVING THE FILM. THIS FILM MUST BE REMOVED
PRIOR TO INSTALLATION. FILM MUST ALSO BE REMOVED FROM ALL NON EXPOSED PARTS WITHIN SIX MONTHS FROM FILM
APPLICATION OR IRREPARABLE DAMAGE WILL OCCUR TO THE SURFACE. CLAIMS WILL NOT BE ACCEPTED FOR THIS ISSUE.
RESPONSIBILITIES
1. The Metal Building Provider Customer, hereafter referred to as the "customer", obtains and pays for all building permits,
licenses, public assessments, paving or utility pro rata, utility connections, occupancy fees and other fees required by any
governmental authority or utility in connection with the work provided for in the Contract Documents. The customer provides
at his expense all plans and specifications required to obtain a building permit. It is the customer's responsibility to ensure
that all plans and specifications comply with the applicable requirements of any governing building authorities.
2. The customer is responsible for identifying all applicable building codes, zoning codes, or other regulations applicable to
the Construction Project, including the metal building system.
3. It is the responsibility of the customer to interpret all aspects of the End User's specifications and incorporate the
appropriate specifications, design criteria, and design loads into the Order Documents submitted to the Metal Building
Provider.
4. It is the responsibility of the Metal Building Provider to furnish the metal building system to meet the specifications
including the design criteria and design loads incorporated by the Contractor into the Order Documents. The Metal Building
Provider is not responsible for making an independent determination of any local codes
or any other requirements not part of the Order Documents.
5. The Metal Building Provider's standard specifications apply unless stipulated otherwise in the Contract Documents. The
Metal Building Provider design, fabrication,
quality criteria, standards, practice, methods and tolerances shall govern the work any other interpretations to the contrary
notwithstanding. It is understood by both parties that the customer is responsible for clarifications of inclusions or
exclusions from the Architectural plans.
6. In case of discrepancies between the Metal Building Provider's structural steel plans and plans for other trades, the Metal
Building Provider's shall govern ("Code of Standard Practice for Steel Buildings and Bridges" in the AISC 303-16; Section
3.3)
7. The customer is responsible for overall project coordination. All interface, compatibility and design considerations
concerning any materials not furnished by the Metal Building Provider and the Metal Building Provider's steel system are to
be considered and coordinated by the customer. Specific design criteria concerning this interface between materials must be
furnished by the customer before release for fabrication or the Metal Building Provider's assumptions will govern.
8. Foundations, anchor rods, and anchor rod embedment are designed, furnished, and set by the customer in accordance
with an approved drawing. Dimensional accuracy shall satisfy the requirements of Section 7.5.1 of "Code of Standard
Practice for Steel Buildings and Bridges" in the AISC 303-16,
9. All other embedded items or connection materials between the structural steel and the work of other trades are located
and set by the customer in accordance with approved location on erection drawings. Accuracy of these items must satisfy
the erection tolerance requirements.
10. The Metal Building Provider does not investigate the influence of the metal building system on existing buildings or
structures. The End Customer assures that such buildings and structures are adequate to resist snow drifts, wind loads, or
other conditions as a result of the presence of the metal building system.
GENERAL SPECIFICATION
1. Wall and liner panels are an integral part of the structural system. Unauthorized removal of panels
or cutting panels for
framed openings not shown is prohibited.
2. Oil -canning, a perceived waviness inherent to light gauge metal, may exist. This condition does not
affect the structural
integrity or the finish of the panel, and therefore is not a cause for rejection.
3. The Metal Building Provider's rust inhibited primer are designed for short term field protection from
exposure
to ordinary atmospheric conditions. This paint is not intended for long term exposure to the elements.
4. All bolts are 1/2" x 1-1/4" A307 unless noted. Refer to the erection drawings for specific framing
connections and the
cross -sections) for main frame connections.
5. All connections for rigid frames/ wind bents must be properly pre -tensioned. The Specification for
Structural Joints Using
ASTM A325 or A490 Bolts dated November 13, 1985 (future reference to this section is to be called
the Code) recognizes
four methods to properly tighten the bolts; 1) "Turn -of -Nut", 2) calibrated wrench, 3) alternate design bolts and 4) direct
tension indicator. All of these methods require special bolts and/or equipment to install, except the Turn
-of -Nut Method.
This is why SISCORP specifies this method for bolt installation.
6. Any type of suspended or load inducing system(s) is prohibited if zero collateral load is designated
on the contract. This
would include lights, duct work, piping, and insulation types other than 3" standard duty fiberglass blanket
insulation, etc.
APPROVAL SPECIFICATION
1. Approval of the Metal Building Provider drawings and/or calculations indicate that the Metal Building Provider has correctly
interpreted the contract requirements. This approval constitutes the customer acceptance of the Metal Building Provider
design, concepts, assumptions, and loadings.
2. Failure to respond to questioned areas and areas to verify may result in additional costs and/or schedule delays for which
the Metal Building Provider will not be responsible.
3. Any changes made after the Metal Building Provider's customer has signed and returned the Metal Building Provider
drawings and/or calculations and the project is released for fabrication shall be billed to the Metal Building Provider
customer including material, engineering, and other costs. An additional fee may be charged if the project must be moved
in the fabrication and/or the shipping schedule.
4. It is the responsibility of the customer to field verify all existing conditions prior to fabrication.
5. It is imperative that any changes to these drawings:
5.1. Be made in contrasting ink.
5.2. Be legible and unambiguous.
5.3. Have all instances of changes clearly indicated.
6. A dated signature, in the designated areas, is required on all pages. The signature must be from the person authorized
on the contract or a person authorized, in writing, by the Metal Building Provider customer.
7. The Metal Building Provider reserves the right to resubmit drawings with extensive or complex changes required to avoid
misfabrication. This may impact the delivery schedule.
8. Any changes noted on the drawings not in conformance with the terms and requirements of the contract between the
Metal Building Provider and its customer are not binding on the Metal Building Provider unless subsequently specifically
acknowledged and agreed to in writing by change order or separate documentation.
9. Waiving the approval process by designating the order "For Production" supersedes notes 1, 2, 5, 6, and 8 in this
section, and constitutes the customer acceptance of the Metal Building Provider's design, concepts, assumptions, and
loadings.
I
MATERIALS SPECIFICA TION
1. MATERIALS : MINIMUM YIELD:
HOT ROLLED BAR Fy = 50.0000
STRUCTURAL STEEL SHEET Fy = 50.0000
STRUCTURAL STEEL PLATE Fy = 50.0000
COLD FORMED SHAPES Fy = 57,0000
WALL SHEETING Fy = 60.0000
ROOF SHEETING Fy = 60.0000
BOLTS A307 & A325
THE METAL BUILDING MANUFACTURER RESERVES THE RIGHT TO
SUBSTITUTE THE ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL.
CONTRACTOR NOTES:
ksi MIN.
ksi MIN.
ksi MIN.
ksi MIN.
ksi MIN.
ksi MIN.
A. CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS, DETAILS, SECTIONS, AND TRIM
CONDITIONS PRIOR TO FABRICATION.
B. MARK ALL CHANGES OR CORRECTIONS IN RED INK ON PRINTS AND RETURN ONE
SET TO SISCORP FOR CORRECTION AND FABRICATION.
C. SISCORP'S APPROVAL DRAWINGS MUST BE SIGNED BEFORE FABRICATION CAN BEGIN.
D. DIMENSIONS, TRIM CONDITIONS OR OTHER INFORMATION INDICATED ON THESE
DRAWINGS WILL BE ASSUMED CORRECT IF THE APPROVAL DRAWING IS SIGNED AND
CHANGES ARE NOT NOTED ON THE PRINTS.
PLEASE REFER TO MANUFACTURERS PRODUCT
DESIGN/INSTALLATION MANUAL FOR ADDITIONAL
ERECTION INFORMATION
BUILDING LOADS / DESCRIPTION:
WIDTH: 33.5 LENGTH: 42.5 HEIGHT: 26 ^/26
(BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS).
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED
AND APPLIED AS REQUIRED BY : IBC 15
THE CONTRACTOR IS TO
CONFIRM
THAT
THESE LOADS COMPLY
WITH THE REQUIREMENTS
OF THE
LOCAL
BUILDING DEPARTMENT.
ROOF DEAD LOAD:
6.000
PSF
(ROOF PANELS & PURLINS)
COLLATERAL LOAD:
5
PSF
SNOW EXPOSURE:
ROOF LIVE LOAD:
20.00
PSF
.WIND EXPOSURE:
BUILDING END USE:
IMPORTANCE FACTORS:
WIND LOAD 1.00
SNOW LOAD 1.1000
SEISMIC LOAD 1.25
1.0000
C
ROOF SNOW LOAD: 40.04 PSF THERMAL FACTOR: 1.00
GROUND SNOW LOAD: 52 PSF
BASIC WIND SPEED: 120 MPH INTERNAL PRESSURE COEFF.: 0.18 / -0.18
WIND Exposure Category: C
WIND Condition: Closed
SITE CLASS:
D
SPECTRAL RESPONSE COEFF.
MAPPED SPECTRAL RESPONSE ACC.
RISK CATEGORY:
III- High
Sds 0.31
Ss 0.30
SEISMIC DESIGN CATEGORY: B
Sdt 0.13
St 0.08
DESIGN BASE SHEAR,
V:
EXPANDED
FORMULA 0.667*le*Fa*Ss*W/R
LONGITUDINAL
6.99
TRANSVERSE
12.12
ADDITIONAL LOADS:
3T
top running
single girder, hand geared crane
Support
1) roof
top ventilation system weight not to exceed
800 lbs.
Support
(2) wall
ventilation system weight not to exceed 800
lbs. each.
`LLICTRICAIPERMIiT ING&;NlzoC IONS ARh
gYTHE COLORADOSTATEELE.t+%,ALBOARD
Apr V ® ELECTRICALROUGH IN AP p�CTION
.._. TED REQUIREDATFRAMINu N E
SUBJECT TO NO
EXCEPTIONS & INSPECTIONS
GARFIEELD COUNTY
Et it, DING DE Y ,RTN'E IT
GAT , rat
NO INSPECTION WITHOUT
T1,ESF PLANS ON SITE
.oaa. Faye
W1LDFU E
MITIGATION
aIPLY WITH WILDFIRE ?.1ITIGA.T?0*1
TFENSIBLE SPACE R£QUIREP.*0"
eS PL*R'FIRE-WISE CONSTItUC'ItObu:
SITE DESIGN & BUILDING I+IA T4,seR A,'
PUBLISHED BYANV# AVAxLA8t,R F"•.:r';
COLORADO STA€E FORES`d S
THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THESE
DOCUMENTS REPRESENTS STANDARD INDUSTRIAL STRUCTURES
CORPORATION AND IS NOT THE ENGINEER OF RECORDS FOR THE
OVERALL PROJECT. THE ENGINEER'S RESPONSIBILITY IS LIMITED
TO MATERIAL DESIGNED BY STANDARD INDUSTRIAL STRUCTURES
CORPORATION AND EXCLUDES PARTS SUCH AS DOORS,
WINDOWS, FOUNDATION DESIGN AND ERECTION OF THE BUILDING.
L -
ELECTRICALFINALAP91110 LIS
REQUIRED AT C01FINAL INSPECTION
NOTE:
3UILDING IS BEING FABRICATED IN ACCORDANCE WITH THE ATTACHED
DRAWINGS. ANY CHANGES TO THESE DRAWINGS CAN RESULT IN
EXTRA CHARGES AND POSSIBLE CHANGES IN DELIVERY DATES.
DRA WING INDEX
DESCRIPTION
[EV.DRAWING
Al
GENERAL NOTES
A2
SPECIFICATIONS, ACCESSORIES AND COLOR SCHEDULE
0
A3
FLOOR PLAN
0
A4
ELEVATIONS
0
A5
ELEVATIONS
0
A6
ION
0
A7
FSECTIONS
0
A8
0
A9
SECTIONS
0
A10
SNOW RETENTION
0
F1
ANCHOR ROD PLAN AND GENERAL NOTES
0
F2
ANCHOR ROD SECTIONS AND BASE PLATE DETAILS
0
F3
ANCHOR ROD REACTIONS
THIS DRAWING IS PROPERTY OFSTANDARD
STANDARD INDUSTRIAL STRUCTURES
CORPORATION
HOUSTON, TEXAS.
and is loaned with the understanding that
it will not be copied or reproduced or used
for any purpose other than for which it
was originally intended.
^,
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INDUSTRIAL
7
1y
2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531 -2800
®represent
1 CORP
STANDARD INDUSTRIAL STRUCTURES CORPORATION
HOLSTON, TEXAS
The Engineer whose seal and
signature appear on these documents
SISCORP, and is not the
Engineer of Record for the overall
project. the Engineers responsibilty is
limited to material designed by
SISCORP and parts such as doors,
windows, ventilation, foundation design,
and erection of the building.
O0DO Llrf
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59888
GENERAL NOTES
COMPRESSOR BUILDING
XCEL ENERGY
RIFLE, GARFIELD, COLORADO (RIFLE COMPRESSOR STATION)
SS/ONAIE
07/21/2022
Andrew Digitally signed by
Andrew Youssef
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0
ISSUED FOR CONSTRUCTION
KJN
07/11/22
BH
SCALE
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CHECKED
APPR'D.
FILE No.
SHEET No.
JOB No.
R
B
RE -ISSUED FOR APPROVAL; REVISED AS NOTED
GUS
07/01/22
JRW
KJN
JRW
3488-01A1
Al OF 10
3488-01
A
ISSUED FOR APPROVAL
KJN
06 06/22
JRW
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06 01 22
06 06 22
NO.
REVISIONS
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DATE
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THIS DRAWING IS PROPERTY OF
STANDARD INDUSTRIAL STRUCTURES
CORPORATION
HOUSTON, TEXAS.
and is loaned with the understanding that
it will not be copied or reproduced or used
for any purpose other than for which it
0 ISSUED FOR CONSTRUCTION KJN 07/11 /22 BH was originally intended.
B RE —ISSUED FOR APPROVAL; REVISED AS NOTED GUS 07/01/22 JRW
A ISSUED FOR APPROVAL KJN 06/06/22 JRW
23'— 3"
MIN. TO CLEAR -
PORTAL COLUMN
FLOOR PLAN
2'— 4%"
STANDARD INDUSTRIAL STRUCTURES
CORPORATION
2665 WESTHOLLOW DRIVE, HOUSTON, TX. 77082 (281) 531-2800
O
72'-0"
The Engineer whose seal and
signature appear on these documents
CORP
represent f SCORP,Record and h not the
Engineer of Record for the overall
STANDARD INDUSTRIAL STRUCTURES CORPORAIIii?4
project. The Engineer's responsibilty Is
HOUSTON, TEXAS
limited to material designed by
SISCORP and parts such as doors,
windows, ventilation, foundation design,
and erection of the building.
I
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LEGEND:
LIMITS OF CRANE —3 TON HOOK TRAVEL.
5988, "• FLOOR PLAN
COMPRESSOR BUILDING
SS/ONAt XCEL ENERGY
RIFLE, GARFIELD, COLORADO (RIFLE COMPRESSOR STATION)
07/21/2022 SCALE DRAWN CHECKED APPR'D. FILE No. SHEET N
1_ 0" KJN JRW 3488-01 A3 A3 OF
3488-OIA 0
LOCATION INFORMATION
GPS LOCATION:
LAT: 39,5N293°
LONG: •107.827127°
ELEV:5320 FT
ZONE DISTRICT: RESOURCE
LANDS, GENTLE SLOPES AND
LOWER VALLEY FLOOR (RLGS)
DigSafely . CALL UNCC
THREE WORKING DAYS BEFORE YOU DIG
1-800.922.1987 WWW.DOGGDT9
UTIMY NOTIFICATION CENTER OF COLORADO
CAD FILE NAME; DI_4301_G9 star_Rlffe_lnterco Ctdrg
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT
QUESTAR INTERCONNECT
WORK ORDER - INDEX
WORK ORDER
I FUNCTIONAL LOCATION - INDEX I
I FUNCTIONAL LOCATION I DESCRIPTION I
W.
st— Star Im Q
PROJECT CONTACTS
NAME
ROLE
PHONE#
EMAIL
TRENT JOHNSON
XCEL PROJECT MANAGER
(832) 326 - 5994
TRENT.M.JOHNSON@XCELENERGY.COM
HISTORY DATE REVISIONS
/ o° a 'w f� EWingineefing DRAWN BY: Ps osiz412 NC, DESCRIPTION
(l=/ Xcei Energy �j 4`'-'f� DESIGNED BY: &A DU08122 C ISSUED F(AP PERMIT
" 5u31 s 9]]] PYRAYIO COURT, STE 300
ENGIEWCO0, CO. B0112 CHECKED BY: rx 04108129
TEL 303-405-27"
y -_. N^MN.ENENcmEERING.wY APPROVED BY: BG 04108122
4^ 4RL_
FLOC IN SERVICE DATE:
DRAWING NUMBER SERIES - INDEX
NUMBER SERIES
DISCIPLINE
4300
COVER SHEETS
4301
SITE LAYOUT PLAN
4302
GRADING PLAN
4303
OVERALL SITE PLAN WITH GRADE PROFILES
FIY.INxA wATe34FNT
I HEREHr ATTEST T. T TH45 G ING AND DIMON FOR THE RIFLE
COMPRESSOR SrAT FECOAW6SgNNC PRLUECT HAS BEEN PNC.EO W
YE CI? tMXR MY DIRECT SUPEPNSK)µ AND TO ME BEST OF W
KNOWLEDGE MO ABLLRY HAS BEEN M INNICEO IN ACCONIT)NCE WITH THE
TTTEST YENSpN OF THE WFIEID CWNIY CMERN THE S TURE AND
STAMP AFFIXED HEREON CERTIFIES THAT THIS DO:VmeM WAS PREPARED IN
ACCOROMCE WITH THE REQUIRED REGULATIONS AND CRI.K HOWEVER, THE
STAMP ANC SIGINTURE ODES NOT CERnFY OR W>RINIEE FUNRE
PERFORM+NCE OF THE EXECUTION OF THE R W THE CONFVu TOR, THE
CONTRACTOR IS RESP 16 9 FOR EYECUPW THE C0145TRUCTION WORK
A ORDING TD THE INFORMATION SET FOfRH IN TIE PUN .0 IN
ACCORDANCE WITH ALL APP r•®r REWIRENFNTS.
RE05TERE0 PROFESSIONLL ENGINEER: AlyO,,,,- IA,, B2
STATE Of COLORAOO NO.: 223 06rL7:22
DATE
APPLICANT NAME:
Cheryl L Diedrich. CPL
)(of Energy I Responsible By Nature
Senior Agent, Right of Way 8 Permits
1123 West 3rd Aw., Dew CO. B0223
R 303-571.3116 C: 303908-0299 F: 303-571-3284
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT DRAWING
COVER SHEET 4300
TITLE SHEET & LOCATION MAP 1(
I SERVICE CENTER: I LOCATION: I
DIVISION: ICITYICOUNTY: R7ELE/44nELD
ON
LOCATION INFORMATION
GPS LOCATION:
LAT: 39.529293'
LONG:-107.827127'
ELEV: 5320 FT
ZONE DISTRICT: RESOURCE
LANDS, GENTLE SLOPES AND
LOWER VALLEY FLOOR (RLGS)
PLACE 6- THICK (MIN) AASHTO NO 57 (OR
EQUIVALENT STONE) IN LIFTS OF 4" (MAX)
COMPACT LIFTS TO 9D% MODIFIED PROCTOR
4
GEO-TEXTILE FABRIC
�—COMPACTED SUB -GRADE
TYPICAL YARD GRAVEL SURFACE SECTION
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THREE WORKING DAYS F:EFORE YOU DIG
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UTILITY NOTIFICATION CEN rER OF COLORADO
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FLOC:
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• • 39.G 10'
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PROPERTY LINE
0 2,0 40 60 SITE MAP
1,2020 SCALE: V = 20'
TOTAL AREA OF SITE:1.188ACRES
HISTORY DATE
01-2
DRAWNBY: PsEA[;nglneerEng 9m PrRAum couRr, sTE sco DESIGNED BY&A*co. 30112 CHECKED BY: 7,x D4rDai22
05-2299
"IN.ENENGINEERING.GOM APPROVEDBY: BE a4raar22
_. IN SERVICE DATE:
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
-sooO MAJOR CONTOUR
-sow MINOR CONTOUR
-- — LOD---- -LDO-- LIMIT OF GRADING DISTURBANCE
EXISTING YARD GRAVEL
PROPOSED YARD GRAVEL
0 PROPOSED CONCRETE
Ly G LINE IQ 8 CURVE (C) DATA
(REFER TO LINE AND CURVE TABLES THIS SHEET)
LINE TABLE '
UAENO.
BEVNNG
DISTANCE
BEGIN RDINATE
END COORDINATE
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SURVEY
EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO FIELD
1 APPLICANT NAME: VERIFY CONDITIONS PRIOR TO CONSTRUCTION.
Cheryl L. Diedrich, CPL 2. EXISTING SITE TOPOGRAPHY, BOUNDARY, UTILITIES, AND HORIZONTAL CONTROL
Xcei Energy I Responsible By Nature SHOWN ON THE DRAWINGS WERE OBTAINED FROM SURVEY DATA PREPARED BY:
Senior Agent Right of Way 8 Permits SHORT ELLIOTT HENDRICKSON INC. (SEH)
1123 West 3N Ave., Denver, CO. B0223 TEL: (800) 325-2055
P: 303.571.3116 C: 303-908-0299 F: 308 571-3284 3. HORIZONTAL DATUM NAD 83, COLORADO STATE PLANES, CENTRAL ZONE, US FOOT
---- VERTICAL DATUM: NAVD88, US FOOT.
REVISIONS RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT DRAWING
DESCRIPTION BY DATE SITE LAYOUT PLAN �30
FqR REvr£v Ps 04108122 CIVIL & STRUCTURAL
/iED FOR REVIEW PS 05/04122
FDR PERMIT Ps 06124122 SERVICE CENTER: LOCATION: //11
I DIVISION: CITY/COUNTY: auLricaRFt£LD TYPE: L�