X:Drawings50388X KEYSTONE XL6000 699901 - Keystone XL...
Transcript of X:Drawings50388X KEYSTONE XL6000 699901 - Keystone XL...
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8335' HORIZONTAL DISTANCE
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DRAWING IS FOR INFORMATIONAL USE ONLY. CENTERLINE STATIONS AND MILE POST ARE BASED ON AUGUST 15, 2012 CENTERLINE AND MAY BE SUBJECT TO CHANGE.
8721' PULLBACK MAKE-UP AREA~ SHOWN
COUNTY
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INSTAUATION NOTES
1) ACCESS: ALL EQUIPMENT MUST ACCESS THE SITE ALONG THE CONSTRUCTION RIGHT-OF-WAY FROM PUBLIC OR APPROVED PRIVATE ROADS.
2) VEHICLE AND EQUIPMENT ACCESS CROSSING MAY BE INSTAU.ED IF APPROVED BY THE ENVIRONMENTAL INSPEI:TOR.
26DO 1----l--+----l--+----l--+--t"==!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====~8~4~17~''H~D=D~LE~N=GTH~=+====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====+=====!====~---l--+----l--+----1 2600 J) WORK SPACE: WORK SPACE LIMITS ARE DEPICTED. CL.EARING WILL BE
RESTRICTED TO THE WORK SPACES INDICATED AT THE ENTRY AND EXIT POINTS AND PUL.L8'CK MAKE-UP AREA ALONG THE RIGHT-OF-WAY. CL.EARING BETWEEN THE ENTRY AND EXIT POIN'ffi IS LIMITED TO THE MINIMUM AMOUNT NECESSARY TO STRING LOCATION WIRES AND
HDD ENTRY POINT STA: 0+90.00
2200 1---+---+ ELEV: 2347.48'
POINT OF CURVATURE STA: 17+07.51
1800 !---+---+--+---+---+--+---+---+--+---+- ELEV: 2003.67'
1400 GROUND PROFILE WAS GENERATED FROM D.E.M. DATA AND CIVIL SURVEY WHERE AVAILABLE.
POINT OF TANGENT STA: 24+55.99
--+---+---+--+---+---+- ELEV: 1925.00'
POINT OF CURVATURE STA: 61+23.25
+---+---+-----l----+---+---+---+---+---+---+-- ELEV: 1925.00'
uses SOIL CLA$Slflr.A.TIQN
(.', ro:J G0~,.-,!i11- GRADED (;"\ 99•9•9 SP=POORL Y GRADED f9\ F///) ~:'yLOW PLASTICITY (.";'\ P771 OH-HIGH PLASTIC TY @E:"'"J Q i:"'El \.V ~ •1:..1... \.:::./ •e•e•e SAND \V ~ ....,.. \!.:::.) tL:.:.::.J ORGANIC SILT/CLAY 17 t::::::::::::J SHALE ~ t;;J;;;j LIMESTONE r.;\ I § .• ·· I 00•,·.~°'' v GRADED ,.., FIRl'l QI rmm OL·LOW PLASTlCrIY = ~ =[:RI 0 ,;;;;, i==i \.V ei . . •1:..1... ~ t1BJ:I SM=SILTY SANO ~ lli.l.UJ ORGANIC SILT/CLAY & ~ WATER ~ ~ RAVEL '81 § MUOSTONE
l--f-----+--+---f-----+--+---+---+---+---+----+---+---+l 0[Ilfil GM•SILlY GRA\£1... 0~ SC=CLAYEY SAND @IIIIID ~1~THIGH PLASTICITY @[?(~PEAT @D SANDSTONE @p::s::::::J MARL
POINT OF TANGENT STA: 68+71.74 ELEV: 2003.67'
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INSTALL PUMPS AND PIPING TO OBTAIN WATER (WHERE APPROVED).
4) WATER SOURCE: DRILL WATER AND PRE-INSTAl.l.ATION HYDROSTATIC TEST WATER SHALL BE OBTAINED FROM AN APPROVED SOURCE. THE CONTRACTOR SHALL SCREEN THE INTAKE HOSE TO PREVENT THE ENTRAINMENT OF FISH OR DEBRIS AND IN ACCORDANCE WITH THE CONSTRUCTION M111GA110N AND RECLAMATION PLAN (CMRP) AND PROJECT REQUIREMENTS. THE HOSE SHALL BE KEPT OFF THE BOTTOM Of THE WATER BODY.
5) HYDROSTATIC TEST: PRE-INSTALLATION HYDROSTATIC TEST SHALL BE CONDUCTED IN ACCORDANCE WITH PERMIT REQUIREMENTS. THE CONTRACTOR SHALL DISCHARGE HYDROSTATIC TEST WATER IN ACCORDANCE WITH PROJECT PERMITS. DISCHARGES WILL BE SENT BA.Cl< TO THE WATER SOURCE UNLESS OTHERWISE OIRECTED BY THE EN\/IRONMENTAL INSPECTOR. DISCHARGES SHALL NOT CAUSE EROSION OR SEDIMENTATION. TO REDUCE THE VELOCITY OF THE DISCHARGE, THE CON'mACTOR SHALL UTILIZE AN ENERGY-DISSIPATING DEVICE ~ DESCRIBED IN THE CMRP.
6) SPILL-PREVENTION: ALL PUMPS SHALL BE SET IN SECONDARY CONTAINMENT AND IN ACCORDANCE WITH THE SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN (SPCC). EQUIPMENT AND PUMPS OPERATING WITHIN 100 FEET OF ANY WATER BODY OR WETl.AND SHALL BE OPERATED AND REFUELED IN ACCORDANCE WITH THE SPCC PL.AN. EQUIPMENT REFUBJNG AND STORAGE OF HAZARDOUS IMTERIALS, FUB.S, ETC. SHALL BE CONDUCTED AT LEAST 100 FEET FROM WATER BODIES AND WETl.ANDS. EACH CONSTRUCTION CREW SHALL Kl.VE ON HAND SUFFlCIENT TOOLS AND MATERIALS TO STOP LE'AKS AND SUPPi.JES Of ABSORBENT AND 8'RRIER IMTERIALS TO ALLOW RAPID CONTAINMENT AND RECOVERY OF SPILLED MATERIALS.
7) EROSION AND SEDIMENT CONTROL: CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT CONTROL STRUCTURES IN ACCORDANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL STRUCTllRES ~ OIRECTED BY THE ENVIRONMENTAL INSPECTOR.
B) TOPSOIL SHALL BE STRIPPED ~ REQUIRED BY PROJECT SPECIFICATIONS.
9) PRIOR TO PIPE PUL.L8'CK, CON'mACTOR'S ACTUAL DRILL PROFlLE SHALL BE SUBMITTED TO KEYSTONE FOR APPROVAL
1D) INSTAl.l.ATION: THE PIPE SECTION FOR THE DRILLED CROSSING SHALL BE MADE UP WITHIN THE RIGHT-OF-WAY AT THE DRILL EXIT POINT~ SHOWN. CONmACTOR SHALL ASSESS THE NEED FOR AND SUPPLY APPROPRIATE BAL.LAST DURING PULL.BACK.
11) MUD OISPOSAL: CONTRACTOR SHALL DISPOSE OF EXCESS DRIWNG MUD ~ DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS. UNOER NO CIRCUMSTANCES SHALL DRIWNG FLUID BE OISPOSED OF IN WATER BODIES OR WETLANDS. ANY DRIWNG MUD WHICH INADVERTENTLY EXITS AT POIN'ffi OTHER THAN THE ENTRY AND EXIT POIN'ffi SHALL BE CONTAINED AND COLLECTED TO THE EXTENT PRACTICAL AND DISPOSED OF ~ DIRECTED BY THE COMPANY REPRESENTATIVE IN ACCORDANCE WITH PERMIT CONDITIONS.
12} CLEANUP/STABILIZATION/RESTORATION: ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL CONTOURS. DISTURBED AREAS SHALL BE SEEDED ~ SPECIFIED IN PROJECT DOCUMENTS.
1 J) NOMINAL WORKING SPACE DIMENSIONS ARE SHOWN. LARGER AREAS
1200
Horiz. Scale: 1 .. , = 4,oo· ©f:;'.od:;~u.GRAoEo ©ITIIIJ)~itTLowPLAs11arr @~ ~~1GHPLAsTic1rr @OTOPsoiL @[::::3siLrsTONE @t?iiilCLAvsroNE Vert. Scale: 1" = 20D' -1-1-1-1-1-11-1L---=;=~-~-~-~==-,.-~-~-~-=::::;::-~-~-~--'::::;::=--~-~-~-...;:::=~-~-~--,--:=::;--~-~-~-~-~J--l-1-1-1-1-1-1-i-1-1-1---i 1200
IMY BE REQUIRED IN IRREGULAR TERRAIN. UPDATED DIMENSIONS IMY BE PROVIDED AFTER LOCAL TOPOGRAPHICAL SURVEYS ARE PERFORMED.
14) PIPBJNE DATA: JS"O.D. x D.S1B· W.T. API 5l PSL 2-X70M W/ 14-2D MILS FBE le 16-2D MILS ARO (NOT TO EXCEED 40 MILS lOTAL)
-8+00 -4+00 o+oo
>::i 0 oFo +a 0
4+00 8+00 12+00 16+00 20+00 24+00 28+00 32+00 36+00 40+00
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84+00
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88+00 92+00 15) PIPBJNE DATA: JS"O.D. X D.485• W.T. API 5l PSL 2-X70M W/
14-2D MILS FBE
LEGEND POINT Of INTERSECTION (P.I.)
ENTRY OR EXIT POINT
PIPELINE DATA f-------MLP-------+-------------------------------PIPEl.JNE DATA: 35• 0.0. X 0.7..a· W.T. API SL PSL 2-X70M W/ 14-20 MILS FBE &: 16-20 MILS ARO (NOT TO EXCEED 40 MILS TOTAL)----------------------------------------------+---------MLP--------<
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GEOTECHNICAL BOREHOLE
LENGTH SCALE: N.T.S. 250'
TOPSOIL SALVAGE METHOD
STREAMS
WETLANDS
TIMING CONSTRANTS
MILEPOST
MONITORING
RECLAMATION
SPECIAL CONSIDERATIONS
REFERENCE DRAWINGS
DRAWING No TITLE 4367-03-ML-02-028 ALIGNMENT SHEET
TC_UD_BR.DWG 22X34
HDD ENTRY
REV No
A
B
DATE
2012-03-30
2012-09-07
REVISION
DESCRIPTION
ISSUED FOR REVIEW
UPDATED CENTERLINE (2012-08-15)
LIMIT OF PERMANENT EASEMENT
PROJECT CODE
2095406
2095406
DRAFTER
AH
JB
DRAFTING CHECKER
YL
YL
APPROVAL DESIGNER
BS
BS
DESIGN CHECKER
REW
KM
PROJECT MANAGER
RG
RG
COMPANY
EXP
EXP
15D'
HDD EXIT
PROFESSIONAL ENGINEER/RPT PERMIT/ ENG. APPROVAL
RAYMOND E. WAl.l.ACE, JR. PE SD - 10070
DATE
PRELIMINARY
REV. NO. DATE PERMIT NUMBER:
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
FIA #
SCALE
TransCanada In business to deliver
MLP
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I
POWERPOLE
MAINLINE PIPE
PIPELINE
FOREIGN PIPELINE
EDGE OF WATER
PRIVATE ACCESS SHOO FLY ROAD
COUNTY BOUNDARY
WATER LEVEL
USA.COE CONSTRUCTION REFERENCE POINT
WEllANDS
PERMANENT EASEMENT
TEMPORAR'I' WORKSPACE
ADDmONAL TEMPORARY WORKSPACE
exp Energy Services Inc. I: +1.850.365.54411 f: +1.850.385.5523 1300 Metropallan Blvd Taleih11B81111, FL 32306 USA
www.up.ccm
KEYSTONE XL (NPS 36 2014) FAITH SECTION
4367 CHAINAGE: MP 433.58 DISCIPLINE # 03
HOD INSTALLATION XL PROJECT
SOUTH DAKOTA
BRIDGER CREEK KEYSTONE
HAAKON COUNTY, DRAWING No
AS SHOWN 4367-03-ML-03-003 REV B
PLOTIED SIZE: ANSI D (22x34)
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f----+---+--+ --+---+---+---+---f-- --l- 2050' HORIZONTAL DISTANCE USCS SQIL C(,ASS!f!CATION 1920 H---+---+---+---+----+----+---+---+---+----+---+---+---+---H----+----+----+---+- ~00< -+----+----+---+---+--- 20ss· HDo LENGTH ---+----+---+---+---+---+---+---+---+-+---+----+----+---+---+---+----+---+---+---+---1 [:8:=::1 :';~GRADED ~WATER
~ ~~ [] ~ e:::: ~ ....1 ""' ~ g~ lIIIIl GM=SILTY GRAVR D TOPSOIL 1880 H---+---+---+---+----+----+---+---+---+----+---+---+---t---H----+----+---+ < ~~ -+---+----+---+---+---t---t----l----t---+---+---+----+---+---+---t---l-t---t----t---+---+---+---+----t---+---+-~ ..... f---1~
m ~ ~ TOE OF SLOPE ~ TOP OF BANK C£:..9 ~~N~LL GRADED
6' TOP OF BANK (;ll e::tlld T?P OF BIANK fr: ~t~ct=~~E~l~:_:~;;tf~~~=~r=rE~x:1s~TI~NfG~G~R~O~U1N~D~P'.:R:o::FrlLE:::...=1-=9--t--t1 ~~ 1860 ft---+---+---t---t----t---+---+---+---+----t---+---t---o--ln --ft- --'~++--+-~-+--7''-f---f----+----+---+--+- rop OF BANK =--t~~-+---+ . ALONG THE RIGHT-OF-WAY. CLEARING BETWEEN THE ENTRY ANO EXIT POINTS IS LIMITED TO THE MINIMUM AMOUNT NECESSARY TO STRING LOCATION WIRES ANO INSTALL PUMPS ANO PIPING TO OBTAIN WATER (WHERE APPROVED).
4) WATER SOURCE: DRILL WATER ANO PRE-INSTALLATION HYDROSTATIC TEST WATER SHALL BE OBTAINED FROt.4 AN APPROVED SOURCE. THE CONTRACTOR SHALL SCREEN THE INTAKE HOSE TO PREVENT THE ENTRAINMENT OF FISH OR DEBRIS ANO IN ACCORDANCE WITH THE CONSTRUCTION MITIGATION ANO RECLAMATION Pl.AN (CMRP) ANO PROJECT REQUIREMENTS. THE HOSE SHALL BE KEPT OFF THE BOTTOM OF THE WATER BOOY.
5) HYDROSTATIC TEST: PRE-INSTALLATION HYDROSTATIC TEST SHALL BE CONOUCTEO IN ACCORDANCE WITH PERMIT REQUIREMENTS. THE CONTRACTOR SHALL OISCH.l.RGE HYDROSTATIC TEST WATER IN ACCORDANCE WITH PROJECT PERMITS. OISCHARGES WILL BE SENT BAa< TO THE WATER SOURCE UNLESS OTHERWISE OIRECTED BY THE ENVIRONMENTAi.. INSPECTOR. DISCHARGES SHALL NOT CAUSE EROSION OR SEDIMENTATION. TO REDUCE THE VELOCITY OF THE DISCHARGE, THE CONTRACTOR SHALL UTILIZE AN ENERGY-DISSIPATING DEVICE AS DESCRIBED IN THE CMRP.
6) SPILL-PREVENTION: AU. PUMPS SHALL BE SET IN SECONDARY CONTAINMENT AND IN ACCORDANCE WITH THE SPILL PREVENTION CONTROL ANO COUNTERMEASURE PLAN (SPCC). EQUIPMENT ANO PUMPS OPERATING WITHIN 100 FEET OF ANY WATER BODY OR Wm.ANO stW.L BE OPERATED AND REFUELED IN ACCORDANCE WITH THE SPCC Pl.AN. EQUIPMENT REFUBJNG AND STORAGE Of HAZARDOUS MATERIALS, FUB..S, ETC. SHALL BE CONDUCTED AT LEAST 100 FEET FROM WATER BODIES AND W£TL.ANOS. E'ACH CONSTRUCTION CREW SHALL HAVE ON HAND SUFFICIENT TOOLS AND MATERIALS TO STOP L.EAl