HomeMy WebLinkAboutBP-2428 CO-6799.pdfHayes Gulch Compressor Station Vicinity Map ,I -J. .I. J. J. .I. I HAYES GULCH C.S ...... S.1 l 1 J. J. J. " -@~r CAU,;'W.f I. , 18 WI ,,. " @) r T ,T ,+ ., .. , , (~2) to ... :11 •
• " @78 --@;T ,T ... .+ .... ® • @'t"'Q.' ... IU-CIO-'" _. @@@» 2409 ~~;---------------------T. '7 S.-R. 96 W. T.7 S., R.96 W. 6th P.M. "• .... .o. '" CONDITIONS OF PERMIT BLCO-4-12-2428
WPX Energy Rocky Mtn, LLP/Bargath-Williams Chromatograph Building Hayes Gulch Compressor Station Parachute, Colorado 1) ALL WORK SHALL COMPLY WITH THE 2009 IBC, AND MANUFACTURERS SPECIFICATIONS.
2) ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) ENGINEER SHALL FIELD VERIFY STRUCTURAL FILL
AND PRECAST FOUNDATION PLACEMENT. PROVIDE APPROVAL REPORT AT CO/FINAL INSPECTION. 5) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) FIELD VERIFY CD.O.H. INSIGNIA IS
AFFIXED AT CO/FINAL INSPECTION . 7) ROOMS WITH STORAGE BAITERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OVER 50 GALLONS, OR A LITHIUM-ION CAPACITY OF 1000 POUNDS USED FOR STAND BY
POWER REQUIRES ONE (1) HOUR SEPARATION PER IBC, TABLE 508.2.5. 8) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 10) GARFIELD
COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. >~e. ~*en s p..,c. !+rm4' ~~ 8~/MH? ~?u,reH4eJ1h. \ APPROVED SUBJECf TO NOTED 1XCEP'l10NS.II: INSPECTIONS GARJIIELD COUNTY BUlLDPmEP~
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0 /\ N -----t---~ .... ~ TYP. SK 0 & <Do-I ~ , X:-IO' . \ I • 0 ~ VI BLDG. T.O.C. ,.-GJ Z ,PAD EL. 100'-0" I ;, 12" DISCHARGE FROM VALVE SKIO z o r= '-' :0 (f) , .0 • VAL VE SKID ~ '0.
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<I u WW w::; crz L..-l~ >-z zo <:u ":' u z <I u W <.) '"I" U V1 is LEASE PARCEL DESCRIPTION A PARCEL OF LAND SITUATED IN THE SEI/4 NE1/< AND THE NE1/4 SE1/4 OF SECTION 1. TOW~SH I P
7 SOUTH, RANGE 96 WES-OF THE 6-H PRINCIPAL MERIDIAN, COLNTY OF GARFIELD, STATE OF COLORADO, SEING MORE PARTICULARLY DESCRIBED AS FO. LOWS: COMMENC NG AT THE U.S. G .•. O. BRASS CAP AT
THE EAST O~E -QU AR TER CORNER OF SAID SECTION 1, WHENCE THE BRASS CAP GARFIELD COUNTY SURVEY MARKER FOR T-iE SOUTHEAS-CORNER OF SAID SECTION 1 BEARS SOUTH 0104'20" WEST, v"TH ALL BEARINGS
HEREIN BEING RELATIVE THERETO: THENCE NORTH 8946'36" WEST, A DISTANCE OF 425.87 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 27'42'49" EAST, A DISTANCE OF 132.66 FEET; THENCE SOUTH 55'45'27"
WEST, A DISTANCE DF 277.20 FEET: THENCE NORTH 67'43'41" WEST, A DISTANCE DF 72 .52 FEET; THE~CE NOR TH 3T57'OS" WEST, A o STANCE OF 167.48 FEET; THENCE NORTH 54'16'44" EAST, A DISTANCE
OF 274.-3 FEET; THENCE SOUTH 62'40'29 " EAST, A DISTANCE OF 117.89 FEET TO THE PONT OF BEGINN NG. CONTAINING 69115 SQUARE FEET (1.587 ACRES), MORE OR LESS. NOTES: 1. COORDI~ATES PROVIDED
ARE BASED ON EXISTING SITE SURVEY. 2 Co :«) '", '", 6" DISCHARGE r;:: , 8" SUCT O~ ~ .~-;=+==!:::=PIPE ~. ~. \ C/L C-106 ~ E. 0+06'-6" , \ , E 0+50'-0" E 1+00'-0" \ . o I 8 o+ z Q ~
'" o 01. TANK I '-------'-BURIED SUCTION HEADER ------'--COMPRESSOR 3UILDING EXHIBIT A TOLERANCES ...... _____________________________ +_-1-________________ +-__ +_-+_~ CUTS: il/8" ......
_______________________________ .j.-_I-_________________ +_ _ -+ _ 1-_-1 ANGLES: il/2" ...... _______________________________ .j.-_I-_________ ________ +_ _ -+ _ 1-_-1 WELD ASSY: il/4'
OLD DRAWING NU~8ER N/A A ISSUED fO, EXHIBIT "A' 3/26/1 2 EMH B)S ORIGINAL DRAWINGS BY RVER CITY CONSULTANTS REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS AND INFORMATION REVISIONS 3
4 5 6 II II OIL -ANKS SKIDS E. 0+25'-0" THIS DRAWING IS THE PROPERTY DF WILLIAMS A~D IS NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHIC!; IT IS SPEC FICALLY FURNISHED. Edited
By: ehermonn Mar 26, 2012 -IO:25am Fe _ IIrO-OOl.doj 7 ./, o I o '+" /N /Z .//\, /\ //~ \ ESD III ~ \ 'U' 0· \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ williinll fC-?' \ \ \ \ \ \ \ \ \ \ \ \ WILLIAMS FIELD SERVICES -PICEANCE BASIN-8 BUILDING I"<FO GC/CONTROL BUILDING AREA:
S',10' = SO SQ. FT MEDIAN H~ I GHT 9 FT ELEVATION: 5,254 °EET OCCUPANCY: F-l CONSTRUCTION: V-8 COMPANY FACILITY: FACILITY INFORMATION: COUNTY: GARFIELD, CO ELEVATION: 5,254 FEET LATITUDE:
39'28'00.23" N LONGITUDE: 108'03'05.03" W WILLIAMS FIELD SERVICES -PICEANCE BASIN HAYES GULCH COMPRESSOR STATION TITLE: CIVIL S TE PLAN DRAWN BY: SCALE: DATE CREATED: UNIT NO: REVISION:
SET 1 "=20' -0" 07/12/11 A SHEET NUMBER: APPROVED BY: NO REO 0: DRAWING NUMBER: 1 OF 1 HG-CI-OO 1 9 10 2] '" (") o ~ o z "'"-N "'"N o D E F G
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~ .. GROUNDING LUG DETAIL-1/4" THK • WELD HORIZONTAL INSIDE WEB 35 34 . 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 & 20 GAGE RODENT PROOFING 2& GA
"A_." 5 ." R21 HARD 8ACK ."un 14" 121 4 UFnNG m i 3/41 5 SA·36 3 ~ONFLOORSU~~ ,1/4 2 i UIAMUIlIl PLATE 1:1 '\I'~ U~1i1U1l1i 1W SA.a6 1 ........ FRAME I" SA-3& ~-+-~-· DOOR END 11-..
t------------1 .------------J TOP VIEW SIGNATUR ~/DATE I. .1 1'-6" TO C.L. SEE GROUNDING -foooo--~ LUG DETAIL 5" REVISION/DATE D~SCRIPTION OF REVISION REV 0, 11/7/11 ISSUE FOR FABRICATION
PULL RING DETAIL 3/4" THK PLATE \ -02" WPSt 101-1'4-40 WPlh t01-"-" ~: 101-H-ee WPtI. t01-+4-0II NOTES: 1. WIND LOAD: 100 MPH, EXPOSURE"C" 2. SNOW LOAD: 75 PSF 3. FLOOR LIVE LOAD: 85
PSF 4. SEISMIC: sm CLASS 8,sdS=0.206, SD1 =0.047 5. 4" R·21INSULAnON IN R.OOR W/20 SA. COVER..n FLAME SPREAD: <20 ~~ SMOKE DEVELOPED: 150-300 ()/'-1,.,. 6. BUILDING CODE: 2006111C, 2008
NEe /0.n ~Q 7. TYPE OF CONmUCll0N: V-II 0);'(. ~ 8. OCCUPANCY ClASSIFICAnON: 5-1 '~!I Co 9. APPROX. WEIGHT: 8.000# f)"c ~ ~ ~ O.(L '6> ./Ou, '"1'a BEHRENT ENGINEERING COMPANY 1145! W.I-70,
N. Fro.tage Road , _ W~~at 1U~~e, CO 80033-1101 iItf,¢ ~ 314'&0 ~~ <'t?~ V~ ptw.te #(JiD) . ____ ----J ~ -4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com CUSTOMER II I DAVIS AND
DAVIS WILLIAMS BARGATH 8·x10· CHROMATOGRAPH BUILDING SKID STRUCTURAL IDWGNO 55DAD11098S1 ~OBNO 11"X17" 55DAD11098 ~,~~l_L~NO:--~~C~~mOEe-------p~ ~----------------~----____________________
~ ___________________ ~ _________ ----____________________ L-____________________ ~ _______ ~ _____________ ~DA~II 11n/11 B B B AlB B AlB !REV o Sl
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-5 "_-I CD CD <D 3'-8" <D CD <D 1-01• ..---------8'---------1.1 REAR END VIEW 1t--o-----------9'-4"-----------11 /' _ 1t-.. --------9J-4"--------....· ~1 t:=====~::;:::====(i)==::;::::;:========;::::
=======i if ~ ,, <D ~ <D <D (i) <D <D c=::::::::===t t=====~ 1:=========1 I======:::J,-L2' -,"----1 "--2' -4"-...-1 1-00----2' -4"----;~ '--2' -1 n ~ ( • L"ci!-~ LAfeIt~5 AHd /...tHtllI1t$
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______________________ : ~1 ,~ ; • ,~ HI\. • 51 JNATURE/DATE .. -BEJIRENT ENGINEERING COMP. Jl4SS W. 1-70, N. Froltage Road Wkl~at rud~et co 80033-1101 ~~.. ....•. .:.."..' .,'-.;":
..~ : "~r..-.... . • '/:1Qc:.€a.G:m . . , . • ~ 'er: ~" -h. lJ ~:1.jJ ~ or ;~-~~ONAL i~" ~ REVI510N/Q~TE DESCRIPTION OF REVISION REV 0, 11/7/11 ISSUE FOR FABRICATION ~~~~J~r~.---------+--------------
-------------~------~~~~--------~----~~~~~--~~~----------------~ 4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com 35 34 33 32 31 30 29 28 27 2& 25 24 23 22 21 20 19 18 17 1& 15 14
13 12 11 10 9 • 7 & 5 4 3 ROOF 1=11 G 4''14"< 14 UGE FLAT 2 ROOF SUPPORT IMlu11.8 1 2"X4"X14 CIA. TS WAWROOF HSS 4x2x14GA -b1c:a I';" WPS: lOl-H-ge WPS. 10l-H-eg WPS: lOl-H-OQ NOTES:
1. WIND LOAD: 100 MPH, EXPOSURE "C" 2. SlOW LOAD: 76 PSF 3. SEISMIC: liTE CLASS B,SdS=O.206, SD1 =0.047 4. INSULATION: ""21 FLAME SPREAD: <20 SMOKE DEVROPED: 150-300 SA-36 SA-36 ;; ...
-GRB _, lOl-H-80 5. DOORS TO HAVE 24" X 24" WIRE GLASS ArID 24" X 24" FIXED LOUVER 6. DOORS TO BE EQUIPPED WRH PAlIC HARDWARE AIID DOOR CLOSURES 7. EXTERIOR SHEET IRON: AMERICAN BUILDING
COMPOIIEIITS-.,IR" PAIIEL 26&1. FASTEIERS: 12-14x1" SELF TAPPII; HEX HEAD WITH 5W 0.0. WASHER @12u D.C. 8. IlTERlOR SHEmIlC: 1461 ELECTRO-GALVANIZED, PAINTED WHITE 9. BUiLDIIIG CODE:
2006 lie, 2008 NEC 10. TYPE OF CONSTRUCTION: V-8 11. OCCU'ARCY CLASSIFICATION: S-1 B • I 12. NO FIRE RATlRQ.· BUILDING MUST IE A MINIMUM OF 3D' FROM ANY OTHER STRUCTURE CUSTOMER III
DAVIS AND DAVIS WILLIAMS BARGATH 8'x10' CHROMATOGRAPH BUILDING WALL STRUCTURAL ~ DWGNO JOB NO REV 11"X17-55DA011 09882 55DAD11098 0 .. -,.~~~ NO: CODE ~7~ ..,. .-..:1 S2
• • • D -C -B -A NO. n~ 10 12 ~ 8 I I I I I I I I llTLEI GC AREA ' , ... " I ---GC METERING AREA ELECTRICAL RACK lIea-tzS 1501. 2 I 1501. I I 3 I I I 7 I 6 I I X961BB J(1-2!CfI2 W! eNO)
5 I 1£48=+75 I GC BUILDING r I I 3 I eN IBAATION GAS CYlINDER fIlANKET I l2OYAC. O. SA (7rN1) I za.. 500_ _ -It----.-----____________ 1-~~~~~~~~ ______________ 1_~~---1---------------To--~r-t
~O l-----lI-I'..V.. . v" -.1... &IG2O1C4Y3A eCS.Tu U1 ~5(.l\l !OHO£WAn) R I I I I I itlPB-til ~ I I 1511 I 1 .... I X9620B 1(1-2/Cll0 W! GNO) I I 1501. I I 26'1 I j X9620C 1(1-2!Cll0
W! GND) 1511 I 36'1 I X9&2OE i(1-2/C"O W! GHO) I I , I 9pNI-t'pg; 8E.1B-!ilasiC I 09638 1(1-2/C1+ W! GilD) I FU2 I ~ I I I I I ~~ar-TI----tl------------------~I~~~6~~~e~I(~1-~2;~Cf~&~W~!~~~)~
__________________ ~--~I----~--------------------~ I I ~6~ 1(1-2!Cl6 W! GNO) ---I REV i OllTE BY ,N' 'U , MD l .k~ DA ..... I REV I DATE BY I .... r un. L.LC I 2 I 1 NOTES: 1. POWER
WIRING FROM JUNC'llON BOXES TO GC BUUlNl INT£RIOR COMPONENTS IS BY 1taAD. 2. POWER WIRING FROM H£AT ~E POWER CONNECTION TO H£AlED SAMPt.£ lUBE ANO POt/Y'S 11'1' COMlIACI'OR. 3. CONDUCTORS
SIZED TO ACCOUNT FOR CIRCUIT N/JPN:JTY N«J VOLTAGE DROP FOR A JOO FOOT QRCUIT lENG'TH. ~. INSTRUMENTATION IINO CONTROl WIRING INTERNAL TO THE GC BUUlING IS BY HOAD. WIRING TO EXTERNAL
AE1.0 INSTRUIotENTS AND OE.'IICES IS BY COIrnIICOR. > E/ee..-/1tIC;f'/H#'''''/#I'/?NAI IS i?4!9V/'~ 4 Co/,cIH//.z;,Vfcfrlh1 . , SCAL£ NONE luo Df.y t<AS~.'" 9/11 I CHK'O IAPP'o Harris
Group Ino. ENERGY ELECTRICAL GC METERING BLOCK SCHEMATIC DIAGRAM : DATE II I ~ I DRY HOLLOW COfojPRESSOR STATION "fTv I r I SILT, COLORADO ~~~~~C~T~~~~--~I~UJ~•• v ~.~ ., .~ . .u~~~~~--~~~~~--------~
--~ 61297 DH-EM 015 REV~ --§ s: i .-..; o ~ --J.
1 -2 -3 -4 A '. -i--DIA HEAVY -'-"'0. I ~ I HEX NUT l, ~ TACKWEUOOR STAKETHREADS A36 THREADED ROD AS SHOWN OWGHO. A= \1 STAKE THREADS [00 NOT WEUO) HIGH STRENGTH THREADED ROD D E SC
R I P T I O N REFERENCE DR AWINGS A --,---_._-I B EMBEDMENT LENGTH STANDARD HIGH STRENGTH ROD f-----+------; WASHER DlA, (Il) lYPE 1YPE THICKNESS AR HAR F·1554 F·1554 GRADE 36 GRADE
55 'A' 'A" 5/8 12 118 112 7 10 9 114 314 11 14 314 18 7/8 17 12 718 21 5116 14 19 24 1118 16 21 1 114 17 23 1 318 19 26 3/8 1112 20 28 1 1/2 29 1314 32 18 1314 24 2 27 37 112 2114 30
41 2 112 33 46 518 ANCHOR ROD DETAIL SCAlE: NONE I c I o /" HAS SUPER ~-___ ._ _.~ ' THREADED ROD EMBEDMENT LENGTH w "" 1[ _ ASSEMBLY WINUT & w c:> WASHER "--':'-!0: STANDARD HIGH ROD
STRENGTH DRILL BIT DlA, (Il) f---':-TYP-E --+--lY-P-E --I DlA (il) ~~ c!r*~ Il. Il. L ~ T,O. ROUGH CONC • , ~ (TOC)! ~ . ~ " § ORILL BIT -----lt~=lf---DIA,'S' ~ § ROD DIA. ---~=H--~
CZ:>Jw W", J ...; t-tZw W w 1(2 518 314 7/8 1114 EAR HEAR Fy=36 KSI MIN. Fy=55 KSI MIN, 'A' 'A' 'B" 4 1/4 6318 314 5 7 112 7/8 65/8 10 1 7112 11114 1118 123/8 123/8 1114 15 15 1112 ~
~ ~'" ~ SEE ARiliAR RODS TABLE FOR WASHER THICKNESS HILTI ANCHOR ROD HIT ·RE 500-S0 ~ EPOXY ANCHOR ROD DETAIL SCAlE: NONE lYPICAL ANCHOR ROD NOTES: 1. NUTS SHALL BE ASTM A·563, GRADE
C. WASHERS SHALL BE ASTM F-844. 2. ALL DIMENSIONS ARE IN INCHES. use ANSI BI8.22.11965 (RI915) TYPE B, REGULAR FOR DIMENSIONS. 3. EDGE DISTANCE SHALL BE 5d OR 4' MIN, FOR STANDARD ANCHOR
RODS; 7d OR 6' MIN, FOR HIGH-STRENGTH RODS. 4. ALL ANCHOR RODS PROJECTIONS SHO'MI ON THIS DRAWING SHALL BE MEASURED FROM THE TOP OF THE ROUGH CONCRETE AND NOT FROM THE GROUT. ANCHOR
RODS SHAlL BE SET WITH A TEMPlATE. CLEAN OIL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING 5. TYPICAL ANCHOR ROD CALL-OUTSHAll BE AS FOLLOWS: 314 AR 22' (18'+ 4') I TI '--'--'''''F
FINISHED CONC TOP r S'SCH,40 /STEEL PIPE FILLED WITH CONCRETE • I r 16'Il HOLE ALLED . /WITH CONCRETE BOLLARD DETAIL SCAlE: NONE E ROD DIAMETER ~ I I I I PROJECTION TYPE OF ANCHOR ROO
-.l EMBEDMENT LENGTH TOTAL LENGTH > /CI1?IHfl'r-$'k,f/lAId t/fnq mttl.c-kul /)/1 AHd ~CM ~1It/"".frm ,PIAUJ4't~vd. fkt:/V;d~ PRECAST CONCRETE~ SLEEPER . --<.~-TOC r SEE NOTE 2 ~ ,, __
-L _ DWG. HG-SC.1oo -----r , I I i 1 ~--------:-~ 9....J ., " TYPICAL FOUNDATION CONSTRUCTION DETAILS SCAlE: NONE COMPACTED TO 95% MP!) COOT CLASS 6 (OR SIMILAR) CRUSHED STONE AGGREGATE.
NATIVE SOILS MAY NOT BE SUIT ABLE FOR STRUCTURAL FILL I F I G I EARTHWORK AND CONCRETE CONSTRUCTION NOTES I SPECIFICATION ~ GENERALSITEINFORMAnoH 1. DESIGN CODe = IBC· 2009; OCCUPANCY
CATEGORY = II, GARFIELD COUNlY. CO, 2. SNOW LOAD = 40 pst, (ROOF SNOW); Is = to I 3. WIND SPEED = 90 ~ ; EXPOSURE = 'C' ; I w= 1.0 4. SITE CLASS = '0' 5. SEISMIC DESIGN PARAMETERS: S5
= 0,361 : S DS= 0,38 } SEISMIC DESIGN CATEGORY (SOC) = B' I • 10 5,=0.075 ; 50,=0.12 'E ' B. EARIHWORK AND FOUNQATION CONSTRUCTIO~ 1. FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS
SHALL FOLLOW RECOMMENDATIONS OlJlllNED IN GEO-TECHNICAL REPORT NO, A0115024 PROVIDED BY TERRACON. SPECIFIC REQUIREMENTS ARE AS FOLLOWS: A. FOUNDATION SYSTEM: SHALLOW SPREAD FOOTINGS
ON 3'.()' OF COMPACTED STRUCTURAL FILL, +10' OF RE-COOPACTED NATIVE SOIL. B, FROST DEPTH: 36" C. SOIL COMPOSITION: APPROXNATEL Y 21f.()' OF SILlY SANDY CLAY WITH GRAVEL & SHALE COBBLES.
2 EXCAVATION AND BACK ALL: A, FOLlOW SPECIFIED RECOMMENDATIONS OUTliNED ON PAGES (4 TO 11) OF THE REFERENCED ABOVE GEO-TECHNICAL REPORT, B. ENllRE AREA AROUND EACH FOUNDATION MUST BE
THOROUGHLY PROBED FOR UNDERGROUfl) PIPE. CONOUIT. HIGH PRESSURE UNES. ETC. BEFORE AIf( EXCAVATION BEGINS. H C. STRUCTURAL BACK·FILL SHALL CONSIST OF COOT CLASS 6 CRUSHED STONE AGGREGATE.
IT SHALL BE PLACED IN 6' MAX. UFTS. STRUCTURAL FILL IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTM-I557 MODIRED PROCTOR OENSIlY. 3. SUB-GRADE CONDITIONS SHOULO BE INSPECTED
BY A GEO-TECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY CONCRETE. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED. C, CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI301
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION. TO AC1-318.()8 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE
WITH THE REQUIREMENTS OF AC1-318. CHAPTER 5. 2. CONCRETE AND REINFORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
AC~318.()8. ACI-305 'HOT WEATHER CONCRETING' AND ACI-306 'COLD WEATHER CONCRETING' SHALL BE FOLLOWED, 3, CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS F C FREEZING
CORROSION THAWING PROTECTION Fl Cl 1 'c SpAT SULFATE PERMEABILITY 28 DAYS EXPOSURE 51 PO 4500 p~ LEAN CONCRETE SHALL BE (I' c) 1500 psi CEMENT lYPE II WIC RATIO 0045 AIR CONTENT 4,5%
TO 7% MAX SLUMP ALLCONC, 4'TO 6' 4, AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO 'SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 5, WATER USED IN MIXING CONCRETE SHAlL CONFORM TO
ASTM CI602. OTHER PROVISIONS NJA 6, REINFORCING BARS SHALL BE DEFORMED. INTERMEDIATE GRADE NEW BUET STEEL CONFORMING TO ASTM A615INCLUDING SUPPLEMENTARY REQUIREMENTS SI. GRADE 60 (420
MPA), REUO SPLICES AND DEVELOPMENT LENGTH SHALL COMPLY WITH THE FOLLOWING SCHEDULE. UNLESS NOTED OTHERWISE. TEL TEL TLS TlS REBAR SIZE HDL TOP OTHER TOP OTHER #4 7 25 19 32 25 #5 8 31
24 40 31 #6 10 37 28 48 37 #7 12 54 42 70 54 118 13 62 47 80 62 119 15 70 54 91 70 #10 17 78 60 102 78 #11 19 87 67 113 87 REINFORCEMENT SHALL BE INSPECTED BEFORE CONCRETE IS PlACED
WHERE A TEL = TENSION EMBEDMENT LENGTH TlS = TENSION LAP SPLICE LENGTH HDL = HOOK DEVELOPMENT LENGTH B. "TOP' BARS ARE ALL HORIZONTAL BARS SO PLACED THAT MORE THAN 12' OF FRESH CONCRETE
IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE C, ALL BARS THAT ARE NOT "TOP' BARS ARE "OTHER" BARS 7, CONCRETE PROTECTION FOR REINFORCEMENT· CLEAR DISTANCE FROM FACE OF
CONCRETE TO BAR SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: A CONCRETE DEPOSITED AGAINST GROUND OR VOID FORM: 3" B, CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AFTER
REMOVAL OF FORMS: 1 W FOR 115 BARS AND SMALLER. 2' FOR #6 THROUGH #18, C. SURFACES NOT EXPOSED TO GROUND OR WEATHER: y,' FOR SLABS AND WALLS WITH #11 AND SMAlLER BARS, 1 W FOR BEAMS
AND COLUMNS. 8, EXPANSION JOINT MATERIAL FOR EXPANSION OR ISOlATION JOINTS SHALL BE PREMOLDED. BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM [)994, 9. JOINT SEALANT FOR AlL CONCRETE
CONTROL. CONSTRUCTION AND ISOLATION JOINTS SHAlL BE SIKAFLEX·1A BY SIKA CORP" OR APPROVED EQUAL, 10, GROUT USED FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS: A GROUT USED FOR STRUCTURAL
STEEL COLUMN BASE PlATES SHALL BE PREPACKED. HIGH-FLUIDITY NON-8HRINK, NATL'RAL AGGREGATE GROUT SUCH AS 'MASTERFLOW 713 PLUS" BY BASF (FORMERLY MASTER BUIUOERS) OR APPROVED EQUAL. FOLLOW
MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SPACE BETWEEN THE ANCHOR RODS AND OVERSIZED HOLES IN THE BASE PLATE SHALL BE FULLY GROUTED WITH NON-8HRlNK GROUT TO ASSURE PROPER SHEAR
TRANSFER. GROUTING SHALL BE PERFORMED ONE BOLT AT A TIME. WHILE OTHER BASE PLATE RODS ARE FULLY TIGHTENED, B. GROUT USED FOR GROUTING COMPRESSORS. TURBINES. LARGE PUMPS, AND OTHER RECIPROCATING
OR ROTATING EQUIPMENT THAT REQUIRES EPOXY GROUTING SHALL BE 'fIVE STAR HP" EPOXY GROUT BY FIVE STAR PRODUCTS. INC, OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
C, GROUT USED FOR DRILLED AND EPOXY-GROUTED REBARS SHALL BE HILn HIT RE500 EPOXY OR APPROVED EQUAL. 11. VOID FORM MATERIAL SHALL BE 'SURE VOID' OR APPROVED EQUAL. KEEP VOID FROM MATERIAL
DRY DURING PlACEMENT AND INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. VOID FORM SHALL BE BKJOEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE. 12 ALL
waDING PROCEDURES. INCLUDING STUD WEUOING. AND QUAliFICATIONS SHALL BE IN ACCORDANCE WITH AWS 01.1. 13, ALL SLABS SHALL BE GIVEN A FLOATFINISH AS DESCRIBED IN AC1301. AlL WAlKS AND EXTERIOR
SLABS SHAll BE BROOM FINISHED AFTER CONCRETE HAS RECEIVED A FLOAT FINISH. 14, EXPOSED CORNERS SHALL BE CHAMFERED W UNLESS NOTED, 15, CHECK ALL ELECTRICAL, MECHANICAL AND PIPING DRAWINGS
FOR EMBEDDED ITEMS (PIPE, CONDUIT, ETC,) AND BLOCKOUTS BEFORE PLACING CONCRETE, 16, IF REINFORCING OR MESH IS FIELD CUT FOR SMALL OPENINGS, CONDUIT. ELECTRICAL BOXES, ETC. CUT REINFORCING
SHALL BE REPLACED WITH AN EQUIVALENT AREA OF STEEL. ALL SUCH BARS SHALL EXTEND 24' MINIMUM (OR MESH LAP 2') BEYOND CORNER OR EDGE OF OPENING IF NECESSARY. REINFORCING SHALL BE BENT TO
PROVIDE THIS MINIMUM EMBEDMENT. MAKE ALL BARS CONOOUOUS AROUND CORNERS. 17. THE CONTRACTOR SHALL VERIfY ALL EQUIPMENT ANCHOR ROO DIMENSIONS AGAINST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE
PlACING CONCRETE, TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSllTUTE OF STEEL CONSTRUCTION (AlSC) CODE OF STANDARD PRACTICE. 18. ALL WATER
STOP SHALL BE BENTONITE FLEXIBLE STRIP WATERSTOP BY VOLCLAY OR APPROVED EQUAL. D. CONTRACTOR'S MEANS AND METHODS 1, THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. FOR THIS REASON, DURING ERECTION OF THE STRUCTURE AND/OR THE DEMOLITION OF THE STRUCTURE OR PORTIONS OF THE STRucTURE, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, EXCAVATIONS, SHORING. STOCKP1LES OF MATERIALS AND
EQUIPMENT,IN AODmON TO ANY WORKER SAFElY REQUIREMENTS. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS IT MAY BE REQUIRED FOR SAFElY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE
IN PLACE WITH CONNECTIONS COMPLETED, 2, DISCOVERY: DURING CONSTRUCTION. THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR AS BUILT DIMENSIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE
WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDmONS MAY INTERFERE WITH CONSTRUCTION OR RECUIRE PROTECTION AND I OR SUPPORT OF EXISTING WORK OURING CONSTRUCTION. OR MAY CONSIST OF DAMAGE
OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES, 3, IT IS
THE CONTRACTOR'S RESPONSlllLIlY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF AIf( DISCOVERY HE OR SHE IDENTIFIES THAT MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE
THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. E. CONTRACTOR'S COORDINAnoN 1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS
AND DETAILS BETWEEN ALL TRADES. SUBCONTRACTORS AND VENDOR SUPPUED EQUIPMENT PRIOR TO COMMENCING ANY CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED ANY INCONSISTENCIES
RELATING TO THE STRUCTURE, FAILURE TO 00 SO SHALL RELIEVE THE STRUCTURAL ENGINEER OF ALL CONSEQUENCES RELATED TO THE INCONSISTENCY. 2, SEE MECHANICAL. ELECTRICAL AND OTHER DISCIPLtlE'S
DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE, AS NOTED ........ TITLE PROJECT NO. 1--------+----Io.lENT WILLIAMS FIELD SERVICES a7~nu ~H-A-YE-S-G-UL-C-H-------------------+----------
--~ COMPRESSOR STATIONS 11057-07HG B, VlLNER 11/22111 DRAWN: T, FARRIS 11122111 LOCA,.,., GARFIELD COUNTY. COLORADO NO, D E SCR I FIT I ON ISSUED FOR PERMIT 12122111 TF A OATE BY NO,
DESCRIPTIO N O.-,TE BV REVISIONS REVISIONS DRAWING NUMBER 1:-_"""'"""'', ___ -+-__-1 @~.~T.~.~~I§D}Jineering, Inc, 8450 E, Cmscenl Par1<way Phone: 303.714.4840 Greenwood V.lage, CO 80111
Fax: 303.714.4800 CONCRETE GENERAL NOTES AND STANDARD DETAILS HG-SC-001 REV, -APPROVED; A I B I c I o I E I F I G I H 1 2 f I ! 3 4 I • I I I ,
1 -2 -3 -4 ~ Z -i Z o ~ A OWGHO. OES(;R IP TION REFERENCE DRAWINGS A I -7 I B 1'~' I I ,_. ~ --l--'----'--_ __ ._ __ L-I--'I---'--' I 10'-0" SKID (REF) 7'.IJ' ,.. , -J c I I ....-I I
I I /r 1J cp ! I --*-1'-'F--'.... ~ -L-I--'I-....I....J __.. _._ _I.e 1 CHROMATOGRAPH BUILDING FOUNDATION PLAN SCALE; 1/2'=1'-0" I I 81< TOTAL SLEEPER WEIGHT. 14k PER L1Fn NG LUG} C6
BUILDING FRAME ~ Jl J /~ : '-0" 1'-0' ~~j~II;,L--. ~. r~r. ---, ---,--~ U . --c~ = '. .. ., , . . . .. , . . , ., . SECTION , . I[ 00. D E S CRIP T ION DATE BY II: III ~ ~ ~~ S t-.l...---------------
----'-----'---t ~ ~~ ~~z ~ ~ H " REVISIONS a n L B I c I 1 D I E , NOTE: 1. ALL SLEEPERS SHALL BE PRE-CAST WITH LIFTING LUG AND DELIVEREDIiNSTALlED AT WHEELER GULCH SITE. 2. (*) = FIELD
VERIFY WITH THE EXISTING GRADE AND ADJUST ACCORDINGLY TO MEET REQUIRED TOC ELEVATION AS FOllOWS: a) EXCAVATE AT THE REQUIRED DlEPTH (DEEPER THAN 3'.IJ') TO ACHIEVE TOC EL 100'-0" IF
GRADE IS CLOSE TO 100'-0". b) IF PRE-CAST SlEEPER PROJECTION SHOULD EXCEED 12' , INSTALL ADDITIONAL SOIL AROUND THE SLEEPER TDIP TO ACHIEVE 3'-0" FROST PROTECTION. c) SHALL BE 3' MINIMUM
I -'f F I G I \ 6 ~ 6 _ W.1 +50'.o" 00 ~ z ---=z= t--\ ~ ~ ~~ ~ ----------~ ---, W,l +OO'-O" W,0+5O'.IJ' EIW.O+OO'-O" • E. 0+50'-0" E. 1+ 00='-0'---, o , I" ' I I I • -ITn I I CiJ •
\ \ \ , \ \ 1 , \ \ \ \ I 1 \ \ r\ ---\ .-'I-------\ \ 1 \ \ --~\-\-I \ I I I I I I \ \ \ r \--~-...:::=:-:-i=="-+~-~f'--\· \-H d) FINISHED GRADE SHOULD SLOPE A MI~MUM OF l'.IJ'IN THE
FIRST 10'-0" AWAY FROM THE BUILDING, ~,Jl @9' O.C. .: 1"'-(3) #5 EA SIDE • . , • (4) #5 BARS SECTION SCALE: 3/4'=1'-0" 6' 6" I 6' ~ I '" , .......-j(~ Il' !')H1-+--_ 1 Y.' EAR8Ys'16o/a'+2'}
_____ ~ , T 2' PROJ. I INSTALL %' CLAMP WASHER AT CONTRACTORS OPTION, AS NOTED LIFTING LUG . ~ POCKET ,AT< I ____ -~ to ~ V L-f-....J -1--+--'3' 1--6''' --13-'' -1--I DETAIL SCALE; l'=N)'
I--------If-----JCUEHT' WILLIAMS FIELD SERVICES DESIGNED: B. VlLNER 11122111 DRAWN: T, FARRIS 11122111 LOCA",", GARFIELD COUNTY, COLORADO KEY PLAN SCALE: NO SCALE -TITLE PROJECT NO.
.,;nUnri~H-AY-E-S-G-UL-C-H------------------~------------~ ~ COMPRESSOR STATIONS 11057-07HG A ISSUED FOR PERMIT 12/22111 TF I-:'-'CK -::-D-, -----+---------1 @® ~.~Tv/~.~~/~!:pineering,
Inc. CONCRETE CHROMATOGRAPH BUILDING FOUNDATIONS DRAWING NUMBER 00. DESC RIP TI ON DATE 8Y REVISIONS I o I E I 8"50 E. Crescent Parkway Phone: 303.714.4840 Grvtlnwood Vitage, CO 801
11 Fax: 303.714.4800 F I G HG-SC-100 I H REV. r--A 1 -2 3 4 ! I ! i t I I I l t r. i ,!' ,f I I ! I I I , i