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SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY
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TO LOCATE AND/OR CONFIRM THE LOCATIONS OF
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LEGEND
FIELD NOTES
MATERIAL
SUMMARY
REFERENCE DRAWINGS
ENTERPRISE CRUDE PIPELINE LLC
FIELD BOOK
PAGES
NO.
DESCRIPTION
QUANTITY
DRAWING NUMBER
DESCRIPTION
O PARCEL NUMBER S--o-� CONCRETE WEIGHT
ANCHOR
1
30" O.D., x 0.618" W.T., API 5L X-70, PSI-2 DSAW W/
14-16
MILS FBE
1638'
TX-HR-0285.00020
PERMIT DRAWING
30" O.D., x 0.618" W.T., API 5L X-70, PSI-2 DSAW W/
14-16
MILS
FBE + 30 MILS ARO
562
TX-HR-0285.00010
PERMIT DRAWING
PROPOSED 300 PIPELINE
INTERSTA2
HIGHWAY TE 'PIPELINE�FOREIGN,
PIPELINE WARNITEST LEAD(2 NG ,SIGN
ECHO TO MONT BELV I EU
FEDERAL O
HARRIS
AND CHAMBERS COUNTY, TEXAS
0
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HIGHWAY❑ NTERSEINT
PE ELINE WARWIRE)SIGN
STATE —T— TELEPHONE LINE
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MAINLINE VALVES
ALIGNMENT SHEET
HIGHWAY —P— POWER LINE
METER STATION
PIPELINE DESIGN SPECIFICATIONS
REVISIONS
DRAWN BY:
MP
DATE: 06/26/13
CAD FILE:20544-91-0030
NO.
DATE
DESCRIPTION
BY
CHECKED BY:
SR
DATE: 07/06/13
OPM
MILE POST —X— FENCE^ RELIEF VALVE
—W— WASH
l J
TTT
PIPELINE WARNING SIGN
APPROVED BY:
SCALE: 1 " = 100,
Wood Group Mustang, Inc.
A AERIAL MARKER
- - CREEK CROSSING CHECK VALVE
CLASS LOCATION DESIGN PRESSURE PSIG
EQUATION
,)--o-�
REDUCER
DESIGN CLASS
HYDRO TEST PRESSURE
PSIG
MIN.
TEXAS REGISTERED ENGINEERING RRM F-2999
BENCH MARK
Q
RECTIFIER
DESIGN FACTOR
HYDRO TEST PRESSURE
PSIG
MAX.
REVISION
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ANODES
20544 91 0030
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07/15/2013
ISSSUED FOR BID
RER
HARRIS COUNTY, TEXAS
ENOCH BRINSON SURVEY, A-5
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PROPOSED 30" PIPELINE
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—40'J................................................................................................................................... L. —40'
PROFILE
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SCALE: 1 "=100' HORIZ. OF
1" =50' VERT.
NOTE:
ALL ELEVATIONS DERIVED
FROM GPS OBSERVATIONS
T.B.M.: �_ STATE HIGHWAY 225
AT STA. 1+69, ELEV. 25.92'
DESIGN FACTOR: 0.72
MOP: 1440 PSIG
MIN. TEST PRESSURE: 1850 PSIG
MAX. TEST PRESSURE: 2220 PSIG
PRODUCT: CRUDE OIL
CONSTRUCTION METHOD: BORE
PIPE SPECIFICATIONS
30" O.D. x 0.618" W.T., API-51- X70, ERW OR HFW
W/14-16 MILS FBE & 30-40 MILS ARO COATING
0 DANIEL R. ALCORN
:.......79234 .......: �./
1STER�N
5/1
I. DANIEL ALCORN, REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, P.E.
NO. 79234, AN EMPLOYEE OF BIS TEPSCO INC., TX FIRM NO. F-4669, HAVE RENEWED
THE PIPELINE DESIGN AND PIPE TESTING SPECIFICATIONS OF THIS PERMIT AND HAVE
FOUND THEM ACCURATE AND SUITABLE FOR THE PROPOSED PROEClI DO NOT ATTEST
TO THE ACCURACY. COMPLETENESS, OR CORRECTNESS OF OTHER ASPECTS OF THE
PERMIT, INCLUDING BUT NOT LIMITED 10, SURVEY, RIGHT-OF-WAY, PROPERTY OWNERSHIP
DETERMINATION, AND LOCATION OF EXISTING FACILITIES THAT ARE THE RESPONSIBILITY
OF OTHER PARTIES
' Seaway SEAWAY CRUDE PIPELINE COMPANY LLC
Crude
PIPELINE COMPANY LLC
STATE HIGHWAY 225 MELT of
1 2
DRAWN BY CHECKED BY APPROVED BY REVISION DATE DRAWING NUMBER
JL SR DA DATE 05/23/13 N0• 1 02/1 1 /13 TX—HR-0285.00010