HomeMy WebLinkAboutPlansGENERAL NOTES
DRAWING NO.
DESCRIPTION
REV
DATE
6655-DAD-22005-1
COVER SHEET
0
07/08/22
6655-DAD-22005-2
BOM
0
07/08/22
6655-DAD-22005-3
ELEVATION VIEWS
0
07/08/22
6655-DAD-22005-4
FRAME ASSEMBLY
0
07/08/22
6655-DAD-22005-5
ROOF ASSEMBLY
0
07/08/22
6655-DAD-22005-6
DETAILS
0
07/08/22
6655-DAD-22005-7
ROOF &FASTENER DETAILS
0
07/08/22
E1
ELECTRICAL LAYOUT PLAN
0
07/12/22
E2
PP01 GENERAL PURPOSE PANEL SCHEDULE
0
07/12/22
E3
ONE LINE DIAGRAM
0
07/12/22
E4
BILL OF MATERIAL
0
07/12/22
FOR CONSTRUCTION
July 08, 2022
REVISION - DESCRIPTION
REVIEWED BY - DATE I DRAWN BY - DATE
REFERENCES
WOOD GROUP USA FABRICATION
4057 CAMELOT CIRCLE, LONGMONT CO 80504
0Datta & DaW;i &OWAa4fq
PROPRIETY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THI:
DRAWING IS THE SOLE PROPRIETY OF WOOD
ANY PRODUCTION IN PART OR AS A WHOLI
WITHOUT THE WRITTEN PERMISSION OF WOOD
I S P R O H I B I T E D
1. WIND LOAD: 1 10 MPH, EXPOSURE C
2. GROUND SNOW LOAD: 40 PSF
3. ROOF SNOW LOAD: 37 PSF, Is: 1.20
4. FLOOR LIVE LOAD: 125 PSF
5. ROOF LIVE LOAD: 20 PSF
6. ROOF INSULATION: R-21, WALL INSULATION: R-14, SKID INSULATION: R-14
7. INTERIOR WALL AND CEILING LINER: 14 GA GALVANNEALED SHEET METAL, PAINTED WHITE
8. EXTERIOR SHEET METAL: PBR PANEL 26 GA, DESERT SAND COLOR
9. FASTENERS: HILTI HWH 12- 14X1" SELF -TAPPING HEX HEAD 5/8" OD WASHER @ 12" ON
CENTER, APPLIES TO EXTERIOR, INTERIOR, ROOF AND CEILING PANELS
10. FIRE RATING: NONE, BUILIDNG MUST BE A MINIMUM OF 120" FROM ANY OTHER STRUCTURE
11. 1 EA. 3' X T DOOR, PANIC HARDWARE, DOOR CLOSER, 24"X24" WINDOW, 18"X24" LOUVER
12. 1 EA. 6' x T DOUBLE INSULATED DOORS WITH PANIC RATED EXIT HARDWARE AND DOOR
CLOSER
13. TYPE OF CONSTRUCTION: V-B
14. OCCUPANCY CLASSIFICATION: S-2
15. SEISMIC CATEGORY: B, Ss: 0.321g, S1: 0.075g, SITE CLASS: D, Sds: 0.331g, SDI: 0.12G, Ie=1.25
16. RISK CATEGORY: III
17. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1, D1.3 AND PERFORMED BY
CERTIFIED WELDERS, WELD ELECTRODES TO BE USED SHALL BE E70XX
18. ONLY W-SHAPES CONFORM TO A992 GR.50. ANGLES, PLATES, CHANNELS CONFORM TO
ASTM A36
19. BUILDING ESTIMATED WEIGHT: 8,800 POUNDS
20. BUILDING WILL BE CERTIFIED PER CDOH 8 CCR 1302-14 ADMINISTRATIVE RULES.
21. BUILDING WILL BE MOUNTED& BOLTED DOWN AT LOCATION BY XCEL ENERGY ON THEIR
EXISTING CONCRETE PAD.
WILDFIRE
r. J'ta i"lMD--IRE MITIGATION
DEFENb1►iLE SPACE,, RE(4UIRENIFNTS
AS P i., ^TIRE -WISE CONSTRt'CTION:
I'i E DESIGN & 811ILDING MATERIALS"
a .i?1UB .ISIIED BY AND: AVAILABLE FROM
F CePl-'RAIV8'I'ATEFOREST SERVICE.
Refer to plan attachments for
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations,
ELECTRICAL PERMITTING& INSPECTIONS ARE
BY THE COLORADO STATE ELECTRICAL BOARD
ELECTRICAL ROUGH IN APPROVAL IS
REQUIRED AT FRAMING INSPE'rTION
ELECTRICAL FINAL APPROVAL IS
REQUIRED AT COIFINAL INSPECTION
ALL APPLICABLE CODES:
4
APPROVED -'—
SUBJECT TO NOTED
E:XCEPTLONS & INSPECTIONS
" GARFIELD COUNTY
SUILCC)�ING DEPA T.
DATI= 0 , r• -
FIELD COPY
NO INSECT.ION WITHOUT
THESE PLANS ON SITE
Page Of
Structural Only
u
1. 2018 INTERNATIONAL BUILDING CODE
2. 2020 NATIONAL ELECTRIC CODE (NFPA 70)
3. 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
4. 2018 INTERNATIONAL MECHANICAL CODE (IMC)
FINISH NOTES:
1.
2.
3.
0
08/02/2022
ALL SKID SURFACES TO BE COATED SHALL BE SSPC SP-3
ALL INTERIOR SURFACES TO BE COATED SHALL BE PRIMED WITH 3-5 DFT MILS OF AMERON
AMERLOCK 2/400, WHITE COLOR
ALL EXTERIOR SURFACES TO BE COATED SHALL BE PRIMED WITH 3-5 DFT MILS OF AMERON
AMERLOCK 2/400, WHITE COLOR
ALL EXTERIOR SURFACES TO BE COATED SHALL BE TOP COATED WITH 4-6 DFT MILS OF AMF
AMERSHIELD COATING, DESERT SAND COLOR o
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XCEL ENERGY
RIFLE CS QUESTAR FEED
12' 0" X 20' 0" INSTRUMENT BUILDING
COVER SHEET
LOCATION INFORMATION
GPS LOCATION:
LAT: 39.529293'
LONG:-107.827127'
ELEV:5320FT
ZONE DISTRICT: RESOURCE
LANDS, GENTLE SLOPES AND
LOWER VALLEY FLOOR (RLGS)
DigSafely . CALL UNCC
THREE WORKING DAYS BEFORE YOU DIG
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UTILITY NOTIFICATION CENTER OF COLORADO
an I
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QUESTAR INTERCONNECT
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WORK ORDER - INDEX
WORK ORDER I DESCRIPTION
I FUNCTIONAL LOCATION - INDEX
FUNCTIONAL LOCATION I DESCRIPTION
DRAWING NUMBER SERIES - INDEX
NUMBER SERIES
I DISCIPLINE
4300
COVER SHEETS
4301
SITE LAYOUT PLAN
4302
GRADING PLAN
4303
OVERALL SITE PLAN WITH GRADE PROFILES
ENCINFER MTEMEHT
I HEREBY ATTEST THAT THIS GRADING AND D RON FOR THE R6lE
COMPRESSOR STATION RECWMISSIg INC PRNECT HAS BEEN PREPARED BY
ME OR UNDER MY DIRECT SUPERJSION, AND TO THE BEST OF MY
KNOWLEDGE AND ASII HAS BEEN PREPARED IN ACCORINCE WITH HE
UTE57 ZSM OF THE GARFIELD COUNTY CRITEWA. THE SIGNATURE AND
SWAP AFFIXED HEREON CERTIFIES THAT THIS DODUMEN'T WAS PREPARED IN
ACCORDANCE WDN THE REQUIRED REGULATIONS AND CRRERK HOWEVER, THE
STAMP AND SIGNATDRE WES NOT CERTNY OR GUARANTEE FUTURE
PERFORMANCE OF THE EXECUTION OF THE PUN BY THE CONTRACTOR. THE
CONTRACTOR EHL IS REDNSI FOR EXECUTMG THE CONSTRUCTION WORK
ACCORDING TO THE INFORMATION SET FORTH IN THE PI -AN AND IN
ACCORDANCE WITH ALL APPUCARIE REQUIREMENTS.
REGISTERED PROFESSIONAL ENGINEER_ A,IejancTG Mad,�ez
STATE OF COLIXUDO NO.: ='2231 06/27122
DATE
APPLICANT NAME:
Cheryl L. Diedrich, CPL
Xcel Energy I Responsible By Nature
Senior Agent, Right of Way 8 Permits
1123 West 3rd Are., Denier, CO.80223
CAD FILE NAML DI_430LQoestcr Rifle_IntercomPct.dsg P:303571-3116 C: 303-908-0299EM571-328d
__
HISTORY DATE REVISIONS RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT ING
o4z:
DRAWN BY: Ps 06121, Np, DESCRIPTION BY DATE
/�/./%), XC@Energy p1C'f1glp?lildg COVER SHEET 4300
DESIGNED BY: �n o4i0aizz c 7ssuc0 raR PCRnrr Rs osizaiz2
9m PYRAMID COURT, STE 30D TITLE SHEET &LOCATION MAP
ENCIrWQOD. CO. BUH2 CHECKED BY: %� 04109122
W w`ENEENGTNEERINo.9COM SERVICE CENTER: LOCATION: APPROVED BY: ac 04i0aizz
A
FLOC: IN SERVICE DATE: DIVISION: CITYtCOUNTY : RraEiraeRircO TYPE:
PROJECT CONTACTS
NAME
ROLE
PHONE#
EMAIL
TRENT JOHNSON
XCEL PROJECT MANAGER
(832) 326 - 5994
TRENT.M.JOHNSON@XCELENERGY.COM
I
LOCATION INFORMATION
GPSLOCATION:
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 90% MODIFIED PROCTOR
�\ `GEO-TEXTILE FI BRIC
`-COMPACTED SUB -GRADE
TYPICAL YARD GRAVEL SURFACE SECTION
YVE NME
DigSafely - CALL UNCC
THREE WORKING DAYS BEFORE YOU DIG
1-800-922-1987 www.unC&org
UTILITY NOTIFICATION CENTER OF COLORADO
CAD FLF NAME: DI_4.W1 0uestar R;rre_r terCa PCt.dkg
Xcel Energy0
% FILTERICOALESCER
h - AREA TO BE
IT UNDISTURBED
!_07
X 1
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BLOWDOWN
1
STACK �C R
INSTRUMENT
AIR BLDG
-:- � 7 e3
EXISTING FENCE TO BE REPLACED -�
WITH NEW 10' FENCE (MATCH
EXISTING PERIMETER)
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GRAVEL ACCESS ROAD (PRIVATE)
(COUNTY RD. 264)
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BLDG 78-5
NEW CONTROL EXPANSION
BLDG (10'x14) \ PROPOSED CONC..
SUCTION FILTER( (COMPRESSOR �'�- RAMP
NG
COALESCER BLGDIHT
1138 11 .III �'"-' (APPROX 315
�39-0
{
I� DISCHARGE �
HP AND LP 92`fi0 E e
BRAIN TANKSR36 0' 1
� \ 1
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PROPERTY LINE
0 20 40 60 SITE MAP
SCALE: 1"=20'
TOTAL AREA OF SITE:1.188ACRES
o�DOCketi, DRAWN BY: rs
��` :tlF^ 6 .. � FylCngineering ---
'£;� DESIGNED BY: ALA
5R331 9)7l NGL WIO COURT, 011 300
ETEL 3000. 5- sonx CHECKED BY: 7A
lam.. }EL 30.2-NEERI 9
`''-�+" 6Xww.FNBwmxBFmnc.coN APPROVED BY: Dc
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IN SERVICE DATE:
EXIST. ELEC.
BLDG.
- RECTIFIER
EXISTING 28' SWING
GATE TO REMAIN
10,
GENERATOR
PROPERTY LINE
EXIST. RTU BLDG.
UEGFND
EX, MAJOR CONTOUR
EX. MINOR CONTOUR
scco MAJOR CONTOUR
-soon MINOR CONTOUR
----Lco-----Lcc-- LIMIT OF GRADING DISTURBANCE
EXISTING YARD GRAVEL
PROPOSED YARD GRAVEL
PROPOSED CONCRETE
u CI LINE (L) & CURVE (C) DATA
(REFER TO LINE AND CURVE TABLES THIS SHEET)
UNE TABLE
ING
DISTANCE
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SURVEY:
1, EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY, CONTRACTOR TO FIELD
APPLICANT NAME:
VERIFY CONDITIONS PRIOR TO CONSTRUCTION.
Cheryl L Diedrich, CPL
2. EXISTING SITE TOPOGRAPHY, BOUNDARY, UTILITIES, AND HORIZON fAL CONTROL
j Xcel Energy I Responsible By Nature
SHOWN ON THE DRAWINGS WERE OBTAINED FROM SURVEY DATA PREPARED BY:
Senior Agent, Right of Way&Permits
SHORTLIOTTH
SHORT ELLIOTTHENDRICKSON INC. (SEH)
1123 West3M Ave. Denier, GO. 3
325-2055
299F,
P:303571.311fi R 303.908-0299 F:3113.571-3284
3. HORIZONTAL DATUM: NAD 83, COLORADO STATE PLANES, CENTRAL ZONE, US FOOT
VERTICAL DATUM NAVD88 US FOOT
DATE I REVISIONS
04108122 NO.1 DESCRIPTION
04/08/22 A 1 UEO FOR SE VIEW
04/P8/22 D RE -ISSUED FOR REVIEW
04108122 1 C I7SSUED FOR PERMIT
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT WING
DATE SITE L4YOUT PLAN �3
"/os/22 CIVIL & STRUCTURAL
AL
06/24/22 SERVICE CENTER: LOCATION:
DIVISION: CITY/COUNTY: RIFLE16ARF1fLD ITYPF D
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AIR COMPRESSOR
BUILDING
y" (BY OTHERS)
EXPANSION JOINT
z �
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SEE STOOP DETAIL
a (TYP 2 PLCS)
w
SEE STOOP DETAIL
THIS DWG
T/CONC
EL 53174"
em
F"_f NAME: DI OtLSTAR- RIFLE- lN*ERCORIECT-4000.dwg
' Xcel Energy,
FLOC
I/.
7--0" I T-60 I 71-0"
AIR COMPRESSOR BUILDING FOUNDATION PLAN
2
S
(iG4e 1/2'=1'-0' qi9
) I O
uc eAoe a "e".
24" ENGINEERED FILL
SECTION 0
Score 1ION_ - uo
VI\ 1 Mf
�ApDO ('r! DRAWN BY: Rs osr29122
�OL?t00.0 y�9,kP� �IE'ngineering
v �; 9m PYMMIO COURT, STE 300 r
BY: EGC 68109122
Y.,, ENG1aw0ao, co. e0nz BY: ECC p929/22
yr TEL 303-405-2799
w .ENENGINEEMNG.COM BY:B6 08129122
°°` E DATE:
#5 BARS @ 12"±
TOP& BOTTOM T/GRADE
EL 531 V-11"
94 BARS @ 12"±
(2) #4 BARS @ 12"±
(1) EACH SIDE
(2) #4 BARS @ 12"t
(1) EACH SIDE
NOTES:
1. CONTRA(%TOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS,
ELEVATIONS AND ORIENTATION PRIOR TO EXCAVATING, FORMING
AND POURING CONCRETE.
2. CONTRACTOR SHALL VERIFY AGAINST VENDOR DRAWINGS THAT
EXTENT OF BUILDING FITS ON DESIGNED CONCRETE.
3. CONTRACTOR SHALL INSTALL ANCHOR BOLTS PER MANUFACTURER'S
SPECIFICATIONS AND CHECK LOCATIONS AGAINST BUILDING VENDOR
DRAWINGS PRIOR TO INSTALLATION.
4. CONTRACTOR SHALL FOLLOW GEOTECH REPORT RECOMMENDATION
FOR EXCAVATION AND PREPARATION OF SOILS.
5. CONTRACTOR SHALL FOLLOW GEOTECH REPORT
RECOMMENDATIONS TO SELECT AND COMPACT STRUCTURAL FILL.
STRUCTURAL FILL SHALL BE PROCTOR TESTED TO ENSURE
COMPLIANCE WITH GEOTECH REPORT
6. TOP OF GRADE AROUND FOUNDATION VARIES. PROVIDED IN THIS
DRAWING IS THE HIGHEST POINT AROUND MAT -FOUNDATION,
7. CONTRACTOR SHALL FIELD SUPPORT PIPING INSIDE OF BUILDING
WITH COMPONENTS BY UNISTRUT & ANVIL, AND FOLLOW ASME B31.1
SPACING RECOMMENDATIONS.
8. FOR DRYER AND AIR COMPRESSORS, CONTRACTOR SHALL REFER TO
VENDOR DRAWINGS FOR BOLT HOLE SIZES AND LOCATIONS. BOLT
SIZES SHALL BE%"0 LESS THAN BOLT HOLES, 5" MIN EMBEDMENT,
HILTI TZ2-SS304.
9. FOR GROUNDING PURPOSES SEE ELECTRICAL DRAWING 7801.
CONCRETE TO HAVE
SLOPE 1% EIGHT BROOM FINISH
TlCONC EL 5312'4"
#4 BARS @ 12"±
9 #4 BENT BARS @ 12"1
#4 BENT BARS @ 12"± � - #4 BARS @ 12"t
STOOP DETAIL
sCH-E I-=1'_D' 440
(2) REQUIRED
RCVIJIVllo RIFLE COMPRESSOR STATION RAWINN
DESCRIPTION BY DATE PLAN, SECTION & DETAIL VIEWS — AIR COMPRESSOR BUILDING FOUNDATION 4 t�J
TLW COWRLCTIM RS W129122 STRUCTURAL
SERVICE CENTER:
DIVISION:
LOCATION: S98, TeS, R93w
RPLE / GAREICLD TYPE: TRANSNTSSIDN