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CONDITIONS OF PERMIT
BLCO-9-13-2979
Nieslanik/Spring Valley Compressor Station
Utility Building
Sec.3, T7S, R88W
Carbondale, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS.
2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT.
3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS.
4) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 4000 PSF.
5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR.
PROVIDE APPROVAL REPORT AT FRAME INSPECTION.
6) FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION.
1 7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION.
E 8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION.
9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
10) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008.
11) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL.
i
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i 7 % GENERATOR
N
F SEPTIC TK
I LEACH _ -
-
CHAMBER
7
7
7230
10
7200
`vvo /3 70 F
-- -�
7180 ---------
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7180
40'-3"
11'-9"
40'-3"
33'-9"
12C-3"
(NOTE 3)
V -30Q INSTRUMEN
AraCEtVER
CONTROL/MCC
TK -500
NON -POTABLE
WTR TK
5-101 BO SILENCER
5-100 STARTING GAS SILEN
ST -C100 ENGINE EXt1AUST
Oo
(NOTE 3)
5-201 BD SILENCER
:ER 5-200 STARTING GAS SILENCER
TACK 5T -C200 ENGINE EXHAUST STACK
QOO
S
BLM BOUNDARY
BLEAOUNDARYSE AREA
N.200'
PROPOSED
COMPRESSOR
STATION PAD AREA
O
O
O
0
E
4)
See Cese4hos el'
74,40,4% fief iwre
PIANT NORTH
{
'Nes "
O
LAI SILENCER
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f
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1RRIGATlON
DIVERTER
BOX
-t4PPROVED
0
EINISH GRAD
= 7 t 80.0'
N.100'
TRUCK
TURNAROUND
AREA
USG GAS
/— -1
MANUAL
ISOLATION
VALVES
ESO VALVE
STATION
(NOTE 3)
NL V
SEPARATOR DISCHARGE
V-1pp COALESCER
o�
U/G BLOWDDWN UE
1
NOTE 3 oo
( ) FUEL sK-tGAS
SLEEPER RACK
TK-
WAST4
E TANK
I
( GRAVEL PAD
1
W 1
1
I
I
AIso'DE WDEEPELL O (NOTE 1)
NO
IRRIGATION-
7
'LJ
40' 60'
0
0
1\137,25'09"W 1456.6
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/
0
SUBJECT TO NOTED
EXCEPTIONS d INSPECTIONS
GARFIELD COUNTY
BUD 11I)I G p r,
Dots
' FT�LD
NO INSPECTION WITHOUT
ON SITE
IOW STORAGE AREA IS ALON 1E SOUnTHNS OF SITE.
L TRUCK LOADING/UNLOADI ILL BE DON ON SITE.
LANE STAGING AREA DURING CONSTRUCTION.
4. CONSTRUCTION MATERIAL STAGING AREA.
5. SITE LOCATION: NW Y4 NE Y4, SECTION 3, T7S, 6TH PM
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REVISION DESCPoPraN
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PROJECT APPROVAL
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SPRING VALLEY COMPRESSOR STATION
SITE PLAN
ISSUED DESCRIPTION
PROJ
DATE
CLIENT
ELATE
3
CLARIFIED BLM BOUNDARY
MJM
�iJS
ri)PW
9/9/13
ISSUED FOR REVIEW
2
ADDEO TRAFFIC BOLLARDS
MJM
PJS
JPW
9/6/13
TOR APPROVAL
6/20/13
. ENGINEERING
�� SERVICES, LLC
1
ISSUED FOR CONSTRUCTION
SOO
PJS
JPW
8/23/13
ISSUED FOR CONSTRUCTION
JPW
9/9/13
0
FINAL DRAWINGS
KLV
PJS
PW
6/20/13
REVISED ISSUED FOR CONSTRUCTION
PREUECT NO.: CO 180 40 010 AFE: 1006137
DWG. NO.: SPY -000-101 REV: 3
OFR cff
Rd
REVISION DESCRIPTION
at
ppp
EVJE
REV
REVISION DESCRIPTION
fJR(
APP
DAIS
a
ADD IRRIGATION CULVERT DETAILS
MJ
7
6
RE -ISSUED FOR CONSTRUCTION
MOVED MANUAL ISOLATION VALVES
sem
TON
Sw
P
PJS
�JPR
JPN
CLARIFIED BLM BOUNDARY
1/9/11
12/6/13
T
ADDED TRAFFIC BOLLARDS
ISSUED FOR CONSTRUCTION
ORAYMIGs
SOO
NLV
PJS
PJS
JS
PJS
PJS
JPN
9/23/13
4
PROJECT APPROVAL
PROD
DATE
OATS
J
PW
9/6/13
9/23/17
6/20/:3
ISSUED FOR
,Gas
6SIIED FOR
6/20/17
2
69SUED FOR
FOR CONSTRUCTION
9/9/1
ge /: ENGINEERING
(�,(� SERVICES, LLC
w 160 b Of0 I WV 1006137
SPRING VALLEY COMPRESSOR STATION
SRE PLAN
7
GENERAL NOTES:
1. CODES ANO S7ANDARDS
1.1. PROJECT SMALL CBNfC2M TO SOURCE GAS PROJECT SPECIFICATIONS MID THE 2009
EIDTION DF THE INTCRNATIENIAL BUADING CIO OBC), AND CODES PND STANDARDS
CONTAINED THEREIN.
2.1. GEOTECHNICAL
3.2.9. MINIMUM CONCRETE WVCR SMPLL BE (-1/2' TOR K5 AND SMPLLER, AND 2'fOt
LARGER BARS VNERE EXPOSED TO EARTH GR WEATHER PND 3' WHERE CAST
AGAINST EARTH UNLESS OTMCRVISE NOTED.
3.2.10. tit SCALANI fOR ALL CONCRETE CONTROL, CONSTRUCTION AND LNIT.ION
.DINTS SHALL BE SIKAFLEX-IC BY SIKA CTJRP., OR APPROVED EOUAVALENT.
2.l.LFWNDATION llESIGN IS BASED ON RCCCOMENOATIOVS 1N ACCORDANCE WITH 3.2.12. CEBTRDINAIE ALL PROJECT ➢RAVINGS CZ
:Aril" ITERS (PIPE, main'
GEOTECHNICAL ENGINEERING REPORT N0. GS05724-IIS. CTL TNDMPSON, 3/19/2W3. CSC.) AN➢ BlOCNOUTS BEFORE PLACING CONCRETE.
AND SUPPI FMENTAL Rfl DATED 6/20/2013. SOIL PREPARATION AND CONSTRUCTION 3.2.13. VERIFY ALL ED
DETAfIS IN TXE RCPDETT $MALL DE APPLIED AND SUPCRSE➢C STANDARD PROJECT Bu1LDING AND EOU
SPECIF]CATIONS. AN[HIR TKY T IfN'I
2.I.i.1. MAXIXLN ALLOWABLE SOIL BEARING PRESSURE OF 4000PSF BASED ON
NININUN 2F7 DF RUISTURE THCATED AND COMPACTED STRIICT(AtAL rILL. PREPARE
SOILS FOR rUTIlRC CtIXPRESSOR 1NCRIIA HLBCK 70 MATCH OTHERS.
2.1.1.2. MINIMUM FROST PROTECTION
211.9. SOIL DAMPING RATIO
36 IN BELOW GRADE
25DPC7
20KS1
0.4
003
IT
EN
LHOR BOLT PLACEMENTS AGAINST INC CERTIFIED
WINGS BEFORE PLACING CONCRETE- TDLCRANCES FOR
ELEVA7IOIS SHALL HE AS DEFINED IN TIE
L CONSTRUCTION <a1SC) CODE Of STANDARD
PRACTICE.
4. MOIST - CURE ALL CONCRETE FOR A MINIMUM OF 7 DAYS OR CURE BY USE OF
APPROVER MEMBRANE COMPOJNO.
32.15. fiRW7 STRUCTURAL STEEL COLUMN AND EQUIPMENT BASE PLATES AND ANCHOR
SLEEVES VITN NININUN DESIGN STRENGTH 6060 IBi PRE-PACKAGED NON -SHRINK
GROU! SUCH AS SIKAGROIT 328 BY SIKA CORP., DR RPPROVED EOWVALENT,
3,2.16. PROVIDE UNISDEtB IB -500 GR APPROVED EOUIVALENI [ONi1N000S VIBRAliON
]SQUID PIT 7: VITN SEALED SEAMS AT INERTIA BLBCK LTICA710NS VITN A
DESIGN NATURAL FREOt1BMCY OF A-8NZ
3.3,STEEL
3.3.1. DESIGN. FABRICATE ANO CRLCT STRUCTURAL S7ECL IN ACCORDAKE VITN TMC
AMERICAN INSTITUTE DF S1EEL CUPS: C110N (BITE) MANURE ANO OSIw
STANDARDS. /
22.0EEOENSTiGVRIE➢ EPDRIOIR OCNNIPROTVDEFD L4B.YLGVOIUNGPVSTUSPALRIC R 3.2CIXPMVEINDTE ATNED PSOTRCACRLY ASSLWRPEBWRIIR(COIBINGINLLSAFPHALSIEFSTIDENG CSONRCFIG. r1
3.3.3 PLL STRUCTURAL STEEL SHALL DE PRIZED ANO PRINTED PER PROJECT
SPECIfICAT1ONS. Ml ANCHORS EMBCDEB IO PDST-1NSTALED IN CONCRETE SHALL
BE GALVPNlZE0.
134. ALL BOTS➢ CONNECTIONS SHALL BE iN CONFORMANCE VITN A1SC'S
SPECIFICAi111N FOR STRt1CTl3)AL JOINTS USING N1GN STRENGTH BATS
3.35 WELDING SMML COSORII i0 AIERICAN VEL➢TNG SOCIETY (AMU 01.1
STRUCTURAL WELDING CBDE. ALL WELDING SHALL BE PE110-Tt BBT CERTIFIED
WELDERS ➢UNIFIED BY T4i AVS STPNDARD OUa.IFICATION PROCE➢URC.
336. SPECIFICATION
23.1.1. CENPRESSOR SKID (C-100, C-260), 180 KIP
22.1.2. FLEE GAS SKID (SK -IOW, 55 KIP
22.1.3. BLOVDOVN SILENCER CSS -31015)S2-12101706
5-300). 2B KEP
22.14 BLOVDOVN SILENCER CS -101 S -20U, 0.6 KIP
2.215. DISCHARGE COALESCER 4V-2007, 122 KIP
231.4. AIR RECEIVER (V-300), 4.4 KIP
). 0.5 KIP
222. SECONDARY CENTAIwENT
3.3.61. VIDE FLANGE
3162. CHM(NELS
3.363. NIGH STRENGTH BOLTS:
31". HEAVY E: NUTS:
33.6 VASHERS�
3.3.6.6. ANCHOR BOLTS.
?3.1. STORAGE TgNK SECONDARY CDNTAINNENT SYSTEM SHALL &' ➢URA LIFE 3.3.b.7. NEEDING ELECTRODES:
DYNAMIC LOAIIING BY SIOUX STEEL CO. fR APPROVED EO1=ENT. INCLUDE FULLY 1261 :DST -INSTALLED ANCHORS
SEMED LINFR AND CROSS-0VER STEP ASSEMBLY.
2.3.IETAL BUILDING
2.3J. BUILDING LOPOS AND GEOMETRY ARE BASED GN Ti£ FBLLOVING SUBMITTAL FBR
MPROVAL ➢RAVINGS Br BBE STEEL, SCOTTSBLUFF NEBRASKA, AND MUST BE
VERIFIED PRIOR TO CDNSTRUCiION�
2.31.I. COMPRESSOR BUILDING, 3/16/2012.
2.11.2. UTILITY BUILDING, 3/15/2012.
2.4.3. STAIRS:
2.5.VIND DESIGN
100P$F
5 TON
2.52. EXPOSURE:
26.1. ROOF SNOW LOAl6
50PSF
2.7.SEISNIC PARAMETERS
2.7.1. SHORT PERIOD RESPONSE, SD,. 0.39g
8.72. SITE CLASS: D
2.7.3, SEISMIC DESIGN CATEGORY: C
2.7.5 GVERSTRENGTH FACTOR, %. 2.0
C
ASTM A325
ASTM F
ASTM FI55436
4
E70XX
HILT] KVIN-DOLT 7Z
PROJECT AN➢ LOCAL BUIL➢TNG OCPARTIENT REDJIRCMENTS,
L PROYIDE TFE fIRL0YING SUBMITTALS TB SOURCE GAS PROJECT
IJEC1 STRUCTURAL ENGINEER OF RECORD FOR APPPDVAL PRIOR 70
4.13. C@dREIE REINFORCING SHOP DRAWINGS
4.16. GALVANIC CORK:mom MITIGATION SYSTEM SPECIFICATIONS
STRICTuRAL TESTS AND SPECIAL INSPECTIONS
51. APPROVED AGENCIES Sw,1A PROVIDE STRUCTURAL iES1S AND SPECIAL INSPECTIONS
WRING CONSTRUCTION IM ACCCR➢ANCE VtTH IBC CHAPTER i7 INCLUDING THE
F0.LOVING
ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL
INSPECTOR, PROVIDE APPROVAL
REPORT AT FRAMING INSPECTION
ABBREVIATIONS
SYMBOL
T.O.C.
T.0.5.
T.O.F.
DESCRIPTION
TOP OF CONCRETE
B.O.P.
U.N.O.
E W.
Th6
E.F.
EL.
K
TOP OF STEEL
TOP OF FOOTING
BOTTOM OF PLATE
UNLESS NOTED OTHERWISE
EACH WAY
TOP AND BOTTOM
EACH FACE
N.T.S.
LLV
CONT.
ELEVATION
KIP 0.000 LBS)
NOT TO SCALE
LONG LEG VERTICAL
CONTINUOUS
DETAIL - TYP. MAT SLAB CONST. JOINT 2
SCALE 3/4"=1'-0" QQj
ANCHOR
OPEN -HOLE SOILS REPORT
STEEL CONSTNSTRUCT, N. SECTION
1704.4
IS REQUIRED AT FOOTING
CBRCRETE CONSTRUCT ON. SECTION 1704.4.
rouNDATiDN smis, sEcnoN vw.7. INSPECTION 4000 PSF DETAIL - TYP. ANCHOR B 0 LT 1-4-\,
SCALE N.T.S.
ANCHOR BOLT SCHEDULE
DIA.
GRADE
MIN. EMBED.
1z"
36
5"
36
6"
%"
36
8"
36
12"
52.ML TEST AND INSPECTION REPORTS SMALL BE SUBMITTED TO SOURCE GAS PROJECT
MANAGER AND PROJECT STRt>CT(N(AL ENGINEER OF RECORD.
6TACTO( SHML NOTIFY SOIREE GA$ PROJEC'
FOSTRLY;TLRM ENGINEER O' RECORD AT LEAST 7 D)
UNDATION CONCRETE TO SCHEIXILE REBAR PLACF
31RCWRMEMENPDRACTPIAES AND/IOkRSTAAPtPtLIALALBLSRDN ACCORDANCE WITH
MANUFACTURE" OCSTOA
ORVEIENNADC/PIRR1G0ENGDO INEPENOEBURRIONNCG NRiCESOO2R4D
12.CONCRETE HDEl
72.1. DESIGH AND PLACE CDNLRE TE AND VOLT RrCMCNT PER AHERICRN CDNCRC7E
INSTITUTE (ACU 318, BUILDING CODE REWIREMEXTS FOR STRUC7URM CONCRETE.
323. CONCRET[ WORK TO CONFORM 70 ACI 301, SPECIFICAl10N5 EOR STRUCTURAL
CEI ETC COMPLY WITH RC1 305 EOR HOT vEA7." CONCRETING PND ACI 306
FOI COL➢ WEATHER CCINCRETING AS APPROPRIRTE. 7
32.3. MINIMUM 28 -DAY CGMPRCSSIVE STRENGTH O COtCRETC SHALL BE rPSi FGR
NAT SLABS, INERTIA BLOCKS, AMD SLAB -UN -GRADE, 3000PSI FDR OTHER.
3.2.4. ALL REINFCIRC
L BE DEFORMED
3.2.5 NININUN YIELD STRENGTH FOR CDNCRETC RCiNFORCING SHALL BE 40 KSI FOR
A4 AN➢ SMALLER. AND 60 KSl FOR LARGER BARS.
3.26 ALL REINFORCING PLACED gIE:1 GRADE OR EXPOSED TO EARTH SHALL INCLUDE
AN APPROVED GMVRNIC CORROSION PROTECTION SYSTEM.
32.7. ALL RE11'FORCEHIEi SHALL BE CONTINUOUS OO VITN NININUN CLASS -B LAP
SPLICE L4ILESS O7NCRVISE NOTED. ALL NA7 SLAB REINFORCING SHALL TERMINATE
AT SLAB C➢GES V1TH STANWRD HOOK.
32.8. ALl TICI IPBLG SHALL BE COLD BENT AND SECURELY IED IN PLACE USING
GALVANIZED OR PLASTIC A[[ESSDRIES INCLUDING SLAB DN 6Ra➢E BPR B6LS7ER3
NPGER RIsf:suit,"GCEGASCIpt
's;
SMALL NOTIFY SOIREE GAS PROJECT MANAGER PND THE PROJECT
STRLCIURM EN61N<ER O RECLR➢ UPON SUBSTgNI]AL COMPLETICBN OF STRUCTUtAI
STCCC ERECTION AND PIPING PND EQUIPMENT INSTPLLATION TD COOR➢]NATE f1NRL
VALNDOVN
. COOROINATIEHI
7.7 THE CO(TRACTO7 SMALL REVIEW ANO COORDINATE ALL PROJECT DDCUNCNTS ANO
FIELD CONOITI6VS. THE CONTRACTOR SHML NOTIFY SOURCE GAS PROJECT MANAGER
AND TXE PROJECT STRUCTURAL ENGINEER O Mil iDIATELY 1F IDSCRCPpNCIES
DR IrODIFtCATIOXi ARE REQUIRED TO IME DESIGN,
DETAIL - CLIP ANCHOR re
SCALE N.T.S. 009
DETAIL - TYP. MAT SLAB
SCALE 3/4"=1'-0"
NOTE:
HOOK MAIN REINFORCEMENT
AT END OR PROVIDE
CORNER BAR AS SHOWN.
CORNER BARS TO
MATCH SIZE k
SPACING OF CRADE
� REAM OR WALL
REINFORCING.
DETAIL - TYP. CORNER BAR REINFORCING001 C3
SCALE NIS.
DETAIL - SLEEVED ANCHOR
SCALE N.T.S.
DETAIL - EXPANSION ANCHOR rTh
SCALE N.T.S. �OO�
REV
REVISION DESCRIPTION
BY
CHK
APP
DATE
REV
REVISION DESCRIPTION
BY
CNK
APP
DATE
ISSUED FOR CONSTRUCTION
BSF
MTM
8/5/13
a
PROJECT APPROVAL
ISSUED DESCRIPTION
PROD
DATE
CLIENT
DATE
ISSUED FOR REVIEW
Source Gas
ISSUED FOR APPROVAL
ISSUED FOR CONSTRUCTION
�_ _/_• ENGINEERING
SERVICES, LLC
SPRING VALLEY COMPRESSOR STATION
STRUCTURAL
GENERAL NOTES & TYPICAL DETAILS
REVISED ISSUED FOR CONSTRUCTION
PROJECT NO.: CO 180 40 010' AFE: 1006137
DWG. NO.: SPV-300-001
LV 0