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TKM csw LGB0RqPAS-2r213 6" ÞêX NÔT CONVERSION PRÔJFCT - CONSTRUCTION ALIGNMENT SHEËT B 6/i4/2017 ISSUED FOR PERMIT
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ANOlNSTALUTION OF PIPEUNES BY HOREONTÄL OIRECTIONAL DRILUNG{N ENGINEERING OÊSIGN GUIOE,"BYTHE PIPEIINE
RESilRCH COUNCIL IMERNAI¡ONAT, ¡NC, (PRCD, DAT€O ÀPRIL 15, 1S. CONNACTOR SHAIL PERFORM ìNSTALBTPN WORK IN
SUASTANTIÄT CÔMPI IÂNCF ffiB THFSF SIAÍÊO GUIOETINES.
16, THE OIRECIIONAL DRILLPILOT HOT€ ANOIHE INSTATLEDCROSSING PIPE SHATL gE IN REASONABLECLOSE CONFORMÁNCEWtrH
THE FOTTOWNG f OLERANCES:á ÉNÍRYPOINILæAllON-PIIOTHOI€SHALLPENEIRAIEIHEGROUNDATIHEEMCÍPOINISHOWNONTHEDRAWNGS
AND AS 9TAKSD SYTHE COMPANY IN TIIE FIELO,
b, EXIf POINII@ATION.PILOTHOLEISOESIREOIOEXtrTHEGROUNOMHIN6.0FEflLEf,ORRIGHIOFIHESIAKED
ALIGNMENI. P¡LOT HOLE SHATL NOT EXII MORE THÀN IO.O FEET L€flOR RIGHT OFfHE OESION ALIGNMENf.
c. ELEVAIION-FOR BELOWGROUNOSURFACE ELEVÁÍ|ONS SHOm ON THÊ DRAWNGS(IANGENCY rclNTS, MINIMUM
DEFH BËIOWSIREAM. MdIMUM ANOMINIMUMCOVER, LOWESIDRIIL PATB POINI, FOREIGN UÍILITIES. ÊIC.),fHE
ELEVATIONÎOLERANCE IS PLUS O,O FEETANO M¡NUS 1O.O FEET.
d, MßLALIGNMENT-OESIREDLæATIONISWHIN6,0FEETTEFORRIGHTOFTHEALIGNMENTSHOWNONTHEORAWING.
THE MAIMUM ÍOLERANCE SHATL SE NOI MORÊ IÉAN 1O! FEEI LEFOR RIGHIOFIHE DESIGN ALIGNMENI. MEN
CLOSELY PARAITELFOREIGN UTILtrIES. PROPERry LINESANO OIHER CRtrICA! trEMS ARE PRESENI, MORE
R€STRICTIVE dIAL ÎOLERANC€S MAY BE REQUIREO, ffiEN SUCfl IS AN ISSUE, REVISEOTOIERANCES WLL BE SHOWN
ONTHEORAWNGOR OETÀILEOINIHEPROJECISPECIALPROVISIONS.
6. CURVERAOIUS-THEINSTALTEOPIPECURVÊRAOIUSFORANYTINlÀLONGIHEPIPEPATHSHÀILAEWftlNq:9åOF
IHE OESreN RADIUS SHOWN ON THE ORAWING.
17, IHIS OESIGN INCORPORATES AND REPORTS THE RESULIS OFAÑ ACCEPTABLE INERVICE OPERAIING SIRESS SIATE ONLY.
CONTRACÍOR SHALL MAK€ HIS OW EVALUAIION OFTHE DRILLINSTAIUTION GEOMEIRY, ENIRYANO EXII POINI UYOUTANO
SIÍE CONOITIONS PRESENIfO OETERMINE THE APPROPRIAIE EqUIPMENI, UETHODS ANOMATERIALSTO BE USED FOR
SAIIS FACÍORY INSIALUTION. CONTRACIOR S HATT ASSURE BY APPROPRhTE ANALYSIS IHAT IN SIALUTION STRESS STAIES
OF THE INSIALLED PIPE DO NOT EXCEED S%, 75'¿ AN D 42% OF S MYS FOR IENSIIE, BEN DING ANO CIRCU MFER E NNAL HOOP
SIRÉSS ES, R ESPECTIVELY. COMOINAIIONS OF TH ES E FORCES SHALL BE EVÁLUATEO BY APPROPRhI€ ANAIYSIS ÀN D LIMÍEO IN
THE INSTALUTION WORKTO PREVENI OVERSTRESSING, BUCKLING ANO DEFORMIÛOF THE INSIALLEO PIPE AS WETL,
sE!E!¡!S_S9!9rE!9rE[-!9l!g
1. BACKGOUNOIMÀGERYWASOBTAINEOFROMGOæLEEARIH,
2. CROSSING S HAIL 8 E CONSTRUCTEO IN ACCOROÁNCE WTH PROJECT SPECIFICAIIONS ANO WTH PER MIT OR IICENS E
REOUIREMENIS OFTHE CONIROLLING AGENCY OR COMPANY, IF ANY.
3, MdIMUMJOINI!ENGTHSSHALLBEUSEDTOMINIMIZENUMBEROFWELDS,JOINTSANOCONNECTIONSINIHECROSSING
SEGSENT,
4. WHEREREqUIREO,CONIRACTORSHALLNOÍIñPERMININGAGENCYORCOMPANY4HOURSPRIORIOCOMMENCEMEffiOF
INSTALUIION,
5. DISIURAEDANOEXCAVAIEDAREASWTH¡NTHECROSSINGAR€ASHALLBERËSIOREDINACCORÐANCEMHPERMtr
REOUIREMENTS,
6. EXCLUSION FÊNCE SHÀLLBE INSIALLEOAROUNOOPEN PtrSANDIRENCHES.
7. STRESSEVALUATIONWASPERFORMEDUSING"PIPELINËfælgox2Ol3EOITIONFORLþUIOSERVICEVERSIONl5!.øAS
PROVIOEOBYTECHNICALT@LBOXESINC, SOILOVERBURDENANDIRAFFICLOAOINçSTRESSDETERMINAÎONFORTHIS
PRæRAM IS DERIVED FROMfHE "SPANGIER"(M, G. SPANGIÊR) MEIHODAS PUBLISHED IN "EVALUATON OFBURIÉDPIÞE
ENCROACHilENTS"INTHE BAÍELLE PETROLEUM TECHNOLæYREPORf,1983- COMBINEOSTRESSVATUES ÆRE DETERMINEO
USING THE 'VON ilISES' FORMUU. THEOREIICAL DEVELOPMENT ANO FORMUUS FOR BOIH EENOING SIRESS ANO COMBINEO
SIRESS USED HEREIN CAN BE FOUND IN ñPICAITEXTBOOKS ON MECHANICS OF MATERIALS.
S,49CFRPARTlS,l2,B.3CATEGORY3RURALLOWSTRESSPIPELINETOOPERATEAIAPRESSUREWTASTRESSLEVELEQUALTO
ORLES9TIIAN2OA3MYg. ACCORDINCLY,fORfHE¡9CFÂPÂRTl6.16.AINTERNAIOÊSreNPRESSURÉFORMUUP={2S1D)XE
X F, THE VATUE OF F(DESIGN FACTOR) IS TO EAUALO.2O RÉPRESENIING 20% SMYS,
9, ASPROMLUGATEOBYTHENORMAIANOCUSTOMARYPRACÍCEOFfHE!æALINOUSTRY,IOTALCO$AINEOSIRESSSHALLNOT
B€ ATTOMOTO ÊXCEEO 10* SMYS OFIHE PIPE PIUS ÍHAT MdIMUM SIRESS ÁLLOWED FOR INI€RNAL PRÊSSURE OFTHE PIPE.
ÂCCORDINôIY.IHE MAIMUM ALLOWEDCOMAINED STRESS FOR I¡ISCROSSING IS 30% SMYS-
10. COMgINED STRESSESIO 8E CONSIOERED FORIHTSCROSSING INCLUDE CIRCUMFERENIIAL SfRESS FROM IÑERNAL PIPE
PRESSURE AfMAIMUM OPERÀTING PRESSURE, CIRCUMFERENTIÁLSIRESS FROM SOILOVERBUROEN, CIRCUMFERENTAL
STRESS FROMÍRAFFIC TOAOINGÁNO EUSIIC PIPE BENOING STRESS RESULTING FROM HOR¿ONTAL DIRECIIONAL DRILL
tNstA[uTtoN.
1 1, REOUIRED INDUCIION BENOS OR FTINGS ARE SHOWN ON IHÊ ORAWNG, THE PIPELINE AIIGNMÊNT SHEETS OR AS OEIERMINÊD
NECESSARY IN THE FIELO.
I 2, BURIE D UTILI¡I ES ANÐ FOR EIGN PIPE LINES SHOWN H EREON HAVE BEEN DETE RUIN EO BY A PRECU RSORY SURFACE INSPECIION
OFTHE INSIAIUIION StrE, UTILfrÂND P¡PELINE OEñHSARE NOISHOWN. OfHER UIILIWCROSSINGSAND ENCROACHMENTS
MAY EXIST, CONTRACIOR SHALL BE RESPONSIBLE FOR LæATING AND PROÍECfING AT! BURIED U1LMÊS ANO PIPELINES MIN
fHEWORKAREA, CONTRACÍORSHALLCONTACTTHELæALUlLIryLæAIIONAGENCYORSERVrcE{UNCGUÍLñ
NOTIFICATION CENTER OF COLORAæ,NOT IESS IRENCHING.
1 3, PRIOR IO AÊI NG I NSTÁLL EO. THE ENIIR E WELOE D TæETH E R ÁN O X.RAY INSPECTEO PULL SECTION SHALL BE SU BJECIEO TO A
'HOUR
PRETIMINARY HYOR6fATPTEST. PRELIMINARY HYDROSTATICTESTINGSHALL BË AIA MIÑIMUM TESÏ PRESSUREOF
i,25 ilAOP ANO MdIMUM PRESSURE FOR IHIS TEST SHÁLL NOT EXCEED THE IOÆR OF 1.5 MAOP OR æ% SMYS. THIS
PREIIMINARY HYOROSÍATIC TESI DO€S ÑOI PRECLUDE IHE REqUIRËMENT FOR À FINÀL HYOROSTATCIESI OF ENIIRE
¡NSTALLED SÉCTIONS.
COMPANY DESIêNAIED MdIMUM OPERAIING PRESSURE IS Ð PSIG
cRosslñG PIPE 6.62t O-O x 0.432 Mx X52,
4.9
coNNEClloN fo tlNE
P¡PE-INSTALL LR
SEGMÉNfABI€
12'570RCOLO BENO
LINE PIPE I2'5¡ OVER
MAiMUM PReSSUR€: 1.5 x 5@ PslG - 7s PslG oR s% sMYs = 576 PslG; 750 PslG < 5705 PslG:
MAXIMUM TEST PRESSURE = T5OPSIG
OESCRIPTION &ASSOC|AîES, INC.(307) 362-5028
IASUED FôR REVIEWA
ISSUEO FOR PERMIf TK[I csw LGBao4t14t2017
PGX DOT COANERSION
mffiev CONSTRUCTION ÂI\¡D
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r414 ELKST.,SUTTE 202
ROCK SPRINGS,W 8æ0t
(30Ð362'5020TES, tNC.
ISSUEO FOR REVIEW TKtÍ csw LGBo93012017
fKit csw LGBBoaÁ4,,20,17 ISSUED FOR PER¡IIT P|GX DOT COTMRSION
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ENVIRONMENTÄL DETAILS
JOB No.: 21213 DRG-DTI.2I213 B
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O&ECWES, IHErcPOFTHEOIHERTINECOMPONilÌSOETERMNEDryfrEilNIMUilOESGNPffiSWREWtrHACæilPNtre SnE$ W&UATON OF SIL OWBURDÊN ND TWFIC LOÐ|re (€ CFR PÆ1 l9O tffi nE
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p = {zx 0.m x 42000'8,6251x 0,?2¡ 1.0x 1.0 = 1rc PsG.
c. FtfltreslNP|PE
DESIGN FACTOR: - 0.U
P = {2x 0.d x52mñ) tO72 x 1.0x 1.0.31€6 PSG.
D, CWSMV{W6NDFINÊS
OESIGN FACTOR - Ofl
P= lmPsG
MINIWM TESf PRESSURES SrcUD BÊ INffiWDÆOW æ PSIG TO ILOWFOR N DMNONS IN
TEilPEMruRÊ, EWANONOR OTHÊR UrcERTÀMES. (WUM SECIFICATIOT¡ FOR SÌtrNGTH ESTNG OF
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3, ffiMUM EST REOUIREMENTS
PRESSURE PER ÆI5I SUI rcT qC*DS SWS FOR [INE P¡PE EST ONLY.
PRÊSsURE SWL rcÎüCEÐ lffircRKre PRESURE FORU$ UTEDVAWSNO FNES:
6'NGL - CfuISS 6M
- ITWRO STATI C TE ST PROF II' E -
A INTALEDmNUNEPIPE P.(zxoÐxazffi.8ã)xos=3,1SPSIO
B. FInTSINWNUNÉPPÊ P=(2XOÐX3.(re6ã)X0S-3,ËPSrc
O. CÆ mVALVES ANDFÆÊS P¡ (1Æ PSG X I q -ã PS6'2,1S Pffi lul E8lruSURg
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REWSIONSNEFENNNCE DRAWINGS
APPRDATEDESCRIPTIONDESCRIPTIONNO.NUMBER
ISSUED FOR CUENT REVIEW TKM cswCONSTRUClION AND ENV¡RONMENTAL DETAILS 04t10n017DRMIL-21213
ISSUED FOR REVIEW REMSEO HDD/ROAD PIPE SPECS.TKM csw LGBB0414n017DRGPA$2I 2I 3 ô'PGX DOT CONVERSION PROJECT. CONSIRUCTION AUGNMENI SHEET
TKM csw LGBcßt14n017ISSUED FOR PERMITHôRIZÔNTAL DIRECTIONAI DRILL PARACHUIE CREEKAND ACCESS ROADDRG+GX¡6.82#DD-21213
DRæGX{6-Dt+A815ù21213 METÊR SIATION TIEIN FABRICATION DETAIL
DRG-PGX{ÊD1+A8160.2121 3 TANKFARM IIE]N FABRICATÍON DETAIL
IANK FARM fIE-IN FABRICATION DETAIL
PIPE MCKIIÊ¡N FABRICATION DEIAILDRG+GXSB2fAB26G21 21 3
nG,rDOïCO/VvZ)ESTON?nOJECr
mlliffiS rrwuosrarrc rnsr
? r*orrru Nor^s,sr'Ess EuALaarIoN,
CALCI]I'ATIONS ANI' Q A$ffITES
æALE: AS sHowN
PARACHUTE GRilSEWOOD EXPRÊSS LIOUIDS PIPELINE
8" UUNCHER AND FACILITIESAf PARACHUÍE TANK BATTERY- ISSUED FOR BID46112OO7DR#480115116 cJOANo.: 21213 I'RG-PGX.OGEW.2I2I3
ath
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BY SYgIEM ÞESIGN
RURAL
A. MAINLINE PIPE, FAERICATON PIPEANO FIMres
OESIGN FACTOR: =0.æ
P - (2¡ (0.2e) x4Z0@.@Ð x0.Ðx i.0 x 1.0 - 710 PSlg.
B,PIPE
C. FIMNGS fNP¡PE
OESIONF cToR:.0.æ
P ! (2r (0.2ôO ¡5ew.@q r0.A x 1.0 x 1.0 = ôæ PS¡G.
D. CUSS MVALWS AND FUNGES
P:720 PSIG
2, MINIMUMTESTñEAUREilEMg
MINIMUM TEST PRESSURES SHOULO gE INCRüSEOÆOUf2'$ PSIG TOATIOWFOR ANY OEVNTONS IN
TEMPERAIURE, EIryAlON OR OTHER UNCÉMAINTIES. (WLUSS 9PECIf ICATOil FOR SNENOIH IESTNG G
PIPELINESANDREUEDFACITflESMCUMËNT4.SIO 4.2.4)
HYOROSTANC IESI MUST 8E CONWCTEO fO A TESTPRESSUFE OF AT LEAST I25 PERCENTOF AEMOP{€
CFR PART 16, SUBPART E,195.9):
EST PRESSURE = 1.25 FACTORx FUNOE MlflG
ESt PRESSURE = 1.25 FACTORT 7æ PSIO ! ru + ã: rl PSþ (tlilltuM EsTPrussure,
MINIMUM TESI DURAIION. O rcURS (PART 195, SUBPARI E, 1S g)
3. MAIMUMESTREAUIREMEMS
PAESSUNE PERAP}SLSHAILNOISCEEO$ÉSWSFORLINEPIPÊESTONLY.
PRESSUNE SMI rcTilCEEO IffiWORKNGPRESSURE FORçUSS MTEDVALWSANO FNGES:
A. INSfAtLED MINLINE PIPE PE{2X02æX a2,m/O625)X0.90.3,1$ PS¡G
B. FImNGSINmINUNEPIPE P:{2X02æX52,m/465)XOS'3,SPglGc. cNS ffi VÁLW€ ANDFUNGE6 P = (ru PSlc X l.Ð - 5PslG. I,S¡ ffi (MA E6r re6ÊUR¡)
6'NGL. CIASSSM
-NWROSTATIC TEST PROFILE -
SCA¡,E
¡¡ORliZ t l'= 60'
wRT!1"=20'
SfREAA EVALUAÎON
HOREOÍIIAL DIRECTIONAL DRILL PIPE MAII{LINE HYDROTESl
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PIPE WAILNtrìÉ33 SEWEE
21
oManEovoN mFE6 vrKÈss
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r,a3 PoEr tla cAtþ{s
L r ?6 q[oNs
?70 P3g'F
A. WAILilICKESSOFTHEMAINUNE PIPE.
9. LENOTHOFESISECnON: ST ÏON LENGfr +f %
C. PRÉSSURE VOLUMECALCUU¡O* AVEUGEOF WIMUMEST PREASURE
AT¡NE HIGH POIMAND WIMUM TEST PRESSUREAT THE LW rcIM.
E. WATEREMPEMIURE: @'F.
ENDTEST9EGMENT
EIEV= S19
MlNF.925 PSIGELEV.sl7
MINF -926PslG
POINT
EIEV= 5æf,
Md rP - I ,65 PSIO
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