HomeMy WebLinkAboutPlans-Additional PagesGENERAL NOTES
DRAWING NO.
DESCRIPTION
REV
DATE
6655-DAD-22006-1
COVER SHEET
0
07/07/2022
6655-DAD-22006-2
BOM
0
07/07/2022
6655-DAD-22006-3
ELEVATION VIEWS
0
07/07/2022
6655-DAD-22006-4
SKID ASSEMBLY
0
07/07/2022
6655-DAD-22006-5
FRAME ASSEMBLY �
0
07/07/2022
6655-DAD-22006-6
ROOF ASSEMBLY
0
07/07/2022
6655-DAD-22006-7
DETAILS
0
07/07/2022
6655-DAD-22006-8
ROOF &FASTENER DETAILS
0
07/07/2022
E1
ELECTRICAL/EQUIPMENT LAYOUT
0
07/07/2022
E2
ONE LINE WIRING DIAGRAM
0
07/07/2022
E3
PP-1 PANEL SCHEDULE
0
07/07/2022
E4
ANALYZER SIGNAL WIRING DIAGRAM
0
07/07j2022
E5
ALARM PANEL WIRING DIAGRAM
0
07/07/2022
E6
ELECTRICAL NOTES
0
07/07/2022
E7
ELECTRICAL BILL OF MATERIAL
0
07/07/2022
FOR CONSTRUCTION
July 5, 2022
l . WIND LOAD: 120 MPH, EXPOSURE C
2. GROUND SNOW LOAD: 47 PSF
3. ROOF SNOW LOAD: 43.4 PSF, Is: 1.20
4. FLOOR LIVE LOAD: 125 PSF
5. ROOF LIVE LOAD: 20 PSF
6. ROOF INSULATION: R-25, WALL INSULATION: R-25, SKID INSULATION: R-25
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. 36"X84" DOOR, PANIC HARDWARE, DOOR CLOSER, 24"X24" WINDOW, 18"X24" LOUVER
12. TYPE OF CONSTRUCTION: V-B
13. OCCUPANCY CLASSIFICATION: S-2
14. SEISMIC CATEGORY: B, Ss: 0.321g, Sl: 0.075g, SITE CLASS: D, Sds: 0.331g, SD1: 0.12G, le=1.25
15. RISK CATEGORY: III
16. 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
17. ANGLES, CHANNELS, AND PLATES SHOULD CONFORM TO ASTM A36 GR. 36. W-SHAPES
SHALL CONFORM TO ASTM A992 GR.50
18. BUILDING ESTIMATED WEIGHT: 8,000 POUNDS
19. BUILDING WILL BE CERTIFIED PER CDOH 8 CCR 1302-14 ADMINISTRATIVE RULES.
WILDFIRE
MITIGATION
COMPLY WITH WILDFIRE MITIGATION
& DEFENSIBLE SPACE REQUIREMENTS
AS P+R "FIRE -WISE CONSTRUCTION:
SITE DESIGN & BUILDING rMITEAIAL V
PUBLISHED BY AND AVASLABI.E:'FOM
COLORADO STATE FORESS SEV.VICEL
Refer to plan attachments for
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations,
ELECTRICAL PERMITTING & INSPECTIONS ARE
BY THE COLORADO STATE EI.ECTRICAI BOAPF
ELECTRICAL ROUGH IN APPROVAL IS
REQUIRED AT FRAMING INSPECTION
ELECTRICAL FINAL APPROVAL IS
REQUIRED AT COFINAL INSPECTION
SUSIJECr 7,0 QED
IExCEKfI & OnSPECTOOM
G/0FOEID C0011y
BL'f ING IDE-fIAR .r
blla-tE
FIELD CCFy
THE E PLAns On SME
Pam' _ Off!-..__.
Structural Only
o♦
W•
ww"rsr•
07/12/2022
ALL APPLICABLE CODES:
1. 2018 INTERNATIONAL BUILDING CODE
2. 2017 NATIONAL ELECTRIC CODE (NFPA 70)
3. 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
4. 2018 INTERNATIONAL MECHANICAL CODE
FINISH NOTES:
1. ALL SKID SURFACES TO BE COATED SHALL BE SSPC SP-3
2. ALL INTERIOR SURFACES TO BE COATED SHALL BE PRIMED WITH 3-5 DFT MILS OF AMERON
AMERLOCK 2/400, WHITE COLOR
3. ALL EXTERIOR SURFACES TO BE COATED (EXCEPT SHEETING) SHALL BE PRIMED WITH 3-5 D
MILS OF AMERON AMERLOCK 2/400, WHITE COLOR
4. ALL EXTERIOR SURFACES TO BE COATED (EXCEPT SHEETING) SHALL BE TOP COATED WITH
DFT MILS OF AMERON AMERSHIELD COATING, CARLSBAD CANYON TAN
REVISION - DESCRIPTION
REVIEWED BY - DATE
DRAWN BY - DATE
REFERENCES
WOOD GROUP
USA
WOOD GROUP USA FABRICATION
4057 CAMELOT CIRCLE, LONGMONT CO 80504
�_ _
X C E L ENERGY
NUMBER
TITLE
10,-0' X 14'-0" ANALYZER BUILDING
COVER SHEET
PROPRIETY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPRIETY OF WOOD.
ANY PRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF WOOD.
1 S P R O H I B I T E D .
ISSUED
N T U
RS - 07/07/2022
TP - 07/07/2022
-�
ISSUED FOR REVIEW
RS - 07 OS 2022
TP - 07 05 2022
UED F R REVIEW
RS - Ob 22 2022
TP - 06 22 2022
Toe:
6655-DAD-22006 253679
05/20/22
aeV:
0
SCAie:
AS NOTED
owc:
I"":
Sxen:
1
A
UED R V E
RS - 05 20 2022
TP - OS 20 2022
____
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT
N
QUESTAR INTERCONNECT
LOCATION INFORMATION
GPS LOCATION:
LAT: 39.529293'
LONG:-107.827127' -
ELEV: 5320 FT
ZONE DISTRICT: RESOURCE ^^
LANDS, GENTLE SLOPES AND
LOWER VALLEY FLOOR (RLGS)
S�
sffi ,}
4'=ste r
DigSafely . CALL UNCC
THREE WORKING DAYS BEFORE YOU DIG
1.800-922.1981 wwwuncc.og
UTILITY NOTIFICATION CENTER OF COLORADO
CAD FILE NAML� PL43OLQuSstar_RIFIe_Intercomect.dr;
PROJECT CONTACTS
NAME
ROLE
PHONE#
EMAIL
TRENT JOHNSON
XCEL PROJECT MANAGER
(832) 326 - 5994
TRENT.M.JOHNSON@XCELENERGY.COM
WORK ORDER - INDEX
WORK ORDER DESCRIPTION
J
I FUNCTIONAL LOCATION - INDEX I
FUNCTIONAL LOCATION I DESCRIPTION I
DRAWING NUMBER SERIES - INDEX
NUMBER SERIES
DISCIPLINE
4300
COVER SHEETS
4301
SITE LAYOUT PLAN
4302
GRADING PLAN
4303
OVERALL SITE PLAN WITH GRADE PROFILES
ENGIIEFR STATEMFur
I HEREBY ATTEST THAT THIS GRADING AND DESIGN 'ON THE RIFLE
COMPRESSOR STATION RECDMMISSIDNNG PROTECT HAS BEEN PREPARED BY
ME OR UNDER MT DIRECT SUPERVIEION, AND TO THE BEST OF MY
KNOWLEDGE AND WB H BEEN PREPARED M ACCORDANCE WITH THE
UTEST VERSION OF THE GARRELD COUNTY CRITERIA. THE SIGNATURE AND
STAMP AFRXED HEREON CERTIFIES THAT THIS DOCUMENT WAS PREPARED IN
ACCORDANCE WRH THE REQUIRED RECUTATIONS AND CRITERIA; NONEVER, THE
STAMF AND SIGNATURE DOES NOT CUT CR GUARANTEE FUTURE
PERFORMANCE OF THE EXECUTION OF THE RAN BY THE CCNTPACTOR. THE
CONTRACTOR IS RESPOISIBLE FOR EXECUTING THE CONSTRUCTION NORK
ACCORDING TO THE INFORMAMN SET FORTH IN THE PUH AND IN
ACCORDANCE WON ALL APPLICABLE REQUIREMENTS,
REGISTERED PROFESSIONAL ENGINEER: Aajondro Ptl1Brnez
STATE OF COLORADO NO.: 52239 .. _...
APPLICANT NAME:
Cheryl L. Diedrich, CPL
%Gel Energy I Responsible By Nature
Senior Agent, Right of Way & Permits
1123West 3rd Ave., Denver, C0.80223
P. 3OM71-3116 C: 303-908-0299 F: 303-571-3284
■/.F//', XC@I finer ii�/
J J
OC
}tiQfPtLlIA
97]) PYRAMID COURT, S E M
ENCEEw000. co. aollz
Tn. 3D3-405-nee IR"W�ENENGHURING-CDM
HISTORY
DATE
REVISIONS
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT
COVER SHEET
TITLE SHEET & LOCATION MAP
4300
ill -A
C
DRAWN BY: FE
0si2+izz
N0.
DESCRIPTION
BY
DATE
DESIGNED BY: �A
o+iosizz
c
tssuefl rae rernrr
rs
o6i2are2
CHECKED BY: 7A
04108122
SERVICE CENTER:
LOCATION:
APPROVED BY: BG
04108122
FLOC:
TN SERVICE -DATE :
DIVISION:
CITY/COUNTY: RIFLE/GARFIEL0
TYPE:
LOCATION INFORMATION
GIGS 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 NO57 (OR
EQUIVALENT STONE) IN LIFTS OF 4" (MAX)
COMPACT LIFTS TO 90% MODIFIED PROCTOR
II f\ \\
��GEO-TEXTILE FABRIC
'—COMPACTED SUB -GRADE
TYPICAL YARD GRAVEL SURFACE SECTION
% NWF
DigSafely - CALL UNCC
THREE WORKING DAYS BEFORE YOU DIG
1-800-922-1987 wNvw.encc.erg
UTILITY NOTIFICATION CENTER OF COLORADO
CAD FILE NAME: m_�sal_aDeseO>•_RraP mre�m.Xlecx,ake
I
ITOP OF BANK
TOE OF BANK
N
GRAVEL ACCESS ROAD (PRIVATE)
(COUNTY RD, 264)
1 l
28.9_
5318
FUTURE
I BLDG
47.3" 1 O "NEW CONTROL \ EXPANSION 78 5
P BLDG. i10x141 R2
PROPOSED 0-
.01
I COMPRESSOR .(� CONIC. '�
SUCTION FILTER! I RAMP
f II COALESCER NG
BLGDBUILDBUILDIHT
GCBLDG. (8X16 +138'11 __�I APPROX. '..39-0
�? DISCHARGE •~_ t �,_ 16-0- �."� -- �4--- y s> > I
FILTER/COALESCER
nr., rn
AREA TOBE� `I _
'UNDISTURBED
_7 IXIST.ELEC.
BLDG.
C
RECTIFIER
EXISTING 28' SWING
x GATE TO REMAIN
I Y
_ 10'
3 GENERATOR
—� PROPERTY LINE
EXIST. RTU BLDG.
1 1 Qtis' = HP AND UP -' z
j' BLOWDOWN �^
( STACKvDRAIN TANKS
INSTRUMENT' 6 1; — _ % A
I AIR BLDG O m
EXISTING FENCE TO BE REPI-ACED —/ PROPERTY LINE
WITH NEW 10' FENCE (MATCH
EXISTING PERIMETER)
I
zo D a0 SITE MAP
SCALE:1" = 20'
TOTAL AREA OF SITE :1.188 ACRES
LEGEND
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
--5000 MAJOR CONTOUR
5000 MINOR CONTOUR
---- LOD------ OD-- LIMIT OF GRADING DISTURBANCE
EXISTING YARD GRAVEL
PROPOSED YARD GRAVEL
PROPOSED CONCRETE
u of LINE (L) & CURVE (C) DATA
(REFER TO LINE AND CURVE TABLES THIS SHEET)
LINE TABLE
LINE NO.
BEAnNG
DISTANCE
BEGINCOORDINATE
END COORDINATE
U
53r1i5BF
DIP
k15aeUliE iNY1lL91
K�15]bl@2aNlb
13
5•S'iZ�'W
FIT
kl®S1tli EblYllb
k 0","NES"vecm 1
l9
591 F.
SO,
0IN Au FDO)S.
4'.1&W Sl IEMi5MV
U
A91Gill"VY
INE
Ik IB�Nb1EflSSNS.+3
xl5ae1315EM1e@.xx
u
wrsrslw
IXz
klmm NlEaaasw
ra+aianlexfemoa
LS
w(ion
Nb
N. 1INI E]N5511D
Ku,am S[bl f: nueems
U
wrmire
VFr
N. VMLN1EFF a M
x.IXal<LNIE: xxaNn
la
�S]9E
1Mp
X'. r—MXE.MgOS
HIRI-9EMf1-2
L
MryYII£
V
k1�1meEiNmaN
kl®1(y91ELx9Llb
L'P
xIC11'PW
Nr
k166n5N E Hly9l59
K166ty1]I a L4R1A1
L!1
%'YSi4
Ni
Xf{ipq®E4]tHU
Itil@53' QIE2M .
L13
INI91Wtt
MS
FF1,C;i5b IE]N]I3VX
4!XRJNSaIF]Sgi&A
I, LI)
M'SiA'x
t51
N'.168bfPE]WiAtl
N:1&£&AE'.2N3NI.a
u+
.,I
ID.s
N1a�blE: zxanu
x+®3NIemNNeb
LM
I xm
112
.`OINMb IE.Y%°b56
kt6 A]E:om'p
L16
EY45rf
BP
N!5'61519821L'NLR
X'. !,$15Lq E2NSIPL9
Ln
9&iz6:E
AT
N:'"'I IE'. P9i1L6
K,®IgS91 F'.2KJiM&
U.
SN'OrIXM1Y
ITS -_
IF 1@61NID E13W4'.51
kr@LB..NIE: }N3M.E3
CURVE TABLE
CURVE NO.
RADIUS
LENGTH
PC I BEGIN COORDINATE
PTIENCCOg2DINATE
RADWS CENTER POINT COORDINATE
CI
N
Nf'
H'15IDpE51EfltfLLq
N@NQb ExxYNN
kiVit'A9E9LYLIl
Q
ID
li'
N.,�361EE11Y48N
H'. @WPSE2N3SH.N
N1NN161/EDOPIT
p
a
xs
N15gJ1315 E2xaiPK
x:1@NnI a LX3165N
klp]I5bS1eb911691
Iki6]bhD EMI
k ceVLm IE.LNaf Ya
p16'814it e211k]1R
16Nw1NE1N]�Zf
N6lfi T%F:YJl6WR
X.IpIIISiEHL8l9b
C6
9
Ly
1NbIFetaca 39
N', INNSIE LM]M1'M
p:16AIq f1 ES4Y4
cr
r
is
N.1sax31slefmnes
NIIv IEM1M.
x. rsmN.nlevcvlXb
C0
b
%S
X'.IypILNIS111a0LN
x.IQSbIN EbISISi.ir
NI®llflNle 'LSIIDi{p
C9
E
83
KINN6591E1NINib
X101VbiEM0RW.
kI�A'vW E2M]R13
CIP
$
Qr
%1H51'CE6 E: tN81.tS
NI0151LE: P3e01.4
N1tlItIXE1S1aA.SI
L`I
10
1l1
X'. m.'Io IE: W..
Kf@6NPy F: MiT239
MuRn E.bfaNlA
SURVEY:
1. EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR TO FIELD
APPLICANT NAME:
VERIFY CONDITIONS PRIOR TO CONSTRUCTION.
Cheryl L Diedrich, COL.
2. EXISTING SITE TOPOGRAPHY, BOUNDARY, UTILITIES, AND HORIZONTAL CONTROL
Xcel Energy I Responsible By Nature
SHOWN ON THE DRAWINGS WERE OBTAINED FROM SURVEY DATA PREPARED BY:
Senior Agent Right of Way & Permits
SHORT ELLIOTT HENDRICKSON INC. (SEH)
1123 West 3rd Ave., Denver, CO.80223
TEL: (800) 325-2055
P: 303-571.3116 C: 303-906-0299 F: 303-571-3284
3. HORIZONTAL DATUM: NAD 83, COLORADO STATE PLANES, CENTRAL ZONE, US FOOT
---
VERTICAL DATUM NAVD88 US FOOT
oaaoo 4_�H
�/Ce J En� r�} / , AND ,9.so 4R
/, J J j5 EzzEl .,
FLOC:
'@7�E,rfit 00
sm RxRgXO caum, sTE 40o
EPTGL Ew�• 0- 199lz
xos z 99
"yKENENGINEFRING.COX
HISTORY
DATE
REVISIONS
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT
SITE LAYOUT PLAN
CIVIL ,� STRUCTURAL
DRAWING
�301
DRAWN BY: Ps
04106102
N0.
DESCRIPTION
BY
DATE
DESIGNED BY: RA
Dl/Dg/2?
a
tssvfn rae Rfvrfv
rs
D4/asi2z
CHECKED BY: a
04/08/22
B
ft£-ISSik'0 FOR REVIEV
PS
05/04/2<
APPROVED BY: ec
04/08/22
C
!SSUEO FDR PERMIT
PS
06/24/�2
SERVICE CENTER:
LOCATION:
C
IN SERVICE DATE:
DIVISION:
CITY/COUNTY: RrFcf15a4nfLn
ITYPE
NOTES:
15' 0"
1' 0"
4'4- 4'4" 4' 4"
1'-0"
n
_ _ — — -L — — —
I I
I I
m I
p
=4
m
13" 1-5 i E"
CONTROL BUILDING
W6xl5 SKID
(BY OTHERS)
-
w
w
H
�
1'-0"
OLTSCEBOLTS CEBOLTS
4'-52"
LJBOLTS
(8) 4"0 HILT[ HIT-HY 200 V3 6"
�uiv a3L", nin
BOLTS I CEBOLTS JBOLTS
14'-0" j
6"
1.
CONTROL BUILDING 744'OANCHOR
W6xl5 SKID BOLT 2,
(BY OTHERS) 52" SEE TIE -DOWN PLATE DETAIL
SEE SPACER PLATE DETAIL
1 4.
gBOLTS TICONC
5.
CEBOLTS
CONTROL BUILDING FOUNDATION PLAN
SCALE 1=f 0" 4W6
I, REQUIRE
95 BARS @ 12"± 4-5y" y"CUR #5 BARS @ 12"± #5 BARS @ 12"±#5 BARS @ 12"± TOP& BOTTOM TOP & BOTTOM CONTROL BUILDING
W6x15 SKID
TlGRADE TICONN\6
C4 (BY OTHERS)
EL 531
EL 531 T-4 Y4"
fV
1 0 0 #4 BARS @ 12"±
1 4 (2) #4 BARS @ 12"1
- 24" ENGINEERED FILL (TYP) (1) EACH SIDE
#4 BARS @ 12"± 1'-0" (TYP)
BARS @ 12"± 1'-0" (TYP)
)OLE BAR CNTRD ON
'NAY PAD"
SECTION
SCALE Vz'-r-o' aam
RIFL£_ INTERCONNECT_ 4000.dwq
�,00Er� HISTORY DATE REVISIO
NO. DESCRIPTIC
o � xo s DRAWN BY: RS 9ai�9/z�
y//yy, �:;s° w•z._� E71Gngfneer/ng
nei � /� _�, DESIGNED BY: £cc 08/29122 0 ISSUED FOR CONSTRUCTION
J+f 9]]J NGLEWO COURT, STE 300
ETELEw00o. co. 799 CHECKED BY: EF,L' aa/29/22
i . 303-a03-0]99
� www.ERERcwEERwc.calu APPROVED BY: ac 08/29?2
6y"
SECTIO
SCALE aaoi
6"
4/" ly"
1"0 HOLE FOR
%"OANCHOR
BOLT
PL Yi'x4"4'-6"
TIE —DOWN PLATE DETAIL �
SCPL`_ 3 ,'-0' 1
(S) RECU940
RED
8"0 HOLE FOR
"0 HILTI HIT-HY 200
V3 + HIT Z, 6 V LONG,
@ GAGE (TYP)
6.
7
B.
CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS,
ELEVATIONS AND ORIENTATION PRIOR TO EXCAVATING, FORMING
AND POURING CONCRETE.
CONTRACTOR SHALL VERIFY AGAINST VENDOR DRAWINGS THAT
EXTENT OF BUILDING SKID FITS ON DESIGNED CONCRETE.
CONTRACTOR SHALL INSTALL ANCHOR BOLTS PER MANUFACTURER'S
SPECIFICATIONS.
CONTRACTOR SHALL FOLLOW GEOTECH REPORT
RECOMMENDATIONS FOR: EXCAVATION AND PREPARATION OF SOILS.
CONTRACTOR SHALL FOLLOW GEOTECH REPORT
RECOMMENDATIONS TO SELECT AND COMPACT STRUCTURAL FILL.
STRUCTURAL FILL SHALL BE PROCTOR TESTED TO ENSURE
COMPLIANCE WITH GEOTECH REPORT.
TOP OF GRADE AROUND FOUNDATION VARIES. PROVIDED IN THIS
DRAWING IS THE HIGHEST POINT AROUND MAT -FOUNDATION.
END OF GRATING SPANS WITH EXPOSED BAR EDGES TO BE BANDED
WITH N6" A36 FLAT BAR. FLAT BAR TO BE HOT DIPPED GALVANIZED.
WELDED AREAS TO BE COLD SPRAY GALVANIZED.
FOR GROUNDING PURPOSES SEE ELECTRICAL DRAWING 7801.
4
12" 1 1 i2"
j 1"0 HOLE FOR
j OANCHOR
BOLT
PL%'504'4"
SPACER PLATE DETAIL �
SCA 3-1'-0" 44U1
(AT REQUIRED
1 iz"x%s BAR
LIGHT DUTY
19W4 GRATING
(SEE NOTE 7) TlGRTG
EL 5316.11 Y'
SECTION c
C44.5 (TYP)
RIFLE COMPRESSOR STATION
BY DATE pLAX SECTION & DETAIL VIEWS — CONTROL BUILDING FOUNDA
RS asre9/�� STRUCTURAL
SERVICE CENTER:
DIVISION:
LOCATION: SIB, T69, R93V
RIFLC / GARFI£LD TYPE: TRANSMISSION
DRAWING
4401
An