ROVER PIPELINE · PDF filerover pipeline project proposed 30" o.d. cadiz lateral - ng pipeline...
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ROVER PIPELINE PROJECT PROPOSED 30" O.D. CADIZ LATERAL - NG PIPELINE HARRISON COUNTY, OHIO
Transcript of ROVER PIPELINE · PDF filerover pipeline project proposed 30" o.d. cadiz lateral - ng pipeline...
ROVER PIPELINE PROJECT
PROPOSED 30" O.D. CADIZ LATERAL - NG PIPELINE
HARRISON COUNTY, OHIO
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New Athens
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Bowerston
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Cadiz
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BELMONT COUNTY
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HARRISON COUNTY
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END
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MP=3.50
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BEGIN
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MP=0.00
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GUERNSEY COUNTY
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JEFFERSON COUNTY
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TUSCARAWAS COUNTY
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PROJECT NO.
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PREVIOUS DWG. NO.
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DWG. NO.
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SHEET
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OF
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SHEET
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OF
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P.L./STA. NO.
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CONSTRUCTION YEAR
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DESIGN
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DRAWN
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ASBUILT
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FILE NO.
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SCALE:
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BY
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DATE
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FILE NAME:
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PLOT DATE:
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CADDS
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ROVER PIPELINE PROJECT
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30" CADIZ LATERAL - NG PIPELINE
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COVER SHEET
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M.P. 0.00 TO M.P. 3.50
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HARRISON COUNTY, OHIO
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588000000008
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CD-P0-0
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1
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1
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D
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1
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1
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REFERENCE DRAWING TITLE
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DWG. NO.
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14138\Working\MISC\VICINITY MAP\BID
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09-21-16
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14:30
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7 GJD
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CADIZ LAUNCHER CD-MLV-01
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CADIZ RECEIVER
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CD-MLV-02
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APP'D
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DATE
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CHK'D
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BY
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NO.
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REVISION - DESCRIPTION
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A
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FERC FILING
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ADM
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01/15/15
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B
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FERC FILING UPDATE
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RBR
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5/15/15
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C
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FERC FILING UPDATE
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JEK
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1/29/16
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D
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UPDATED TO IFC ROUTE
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GJD
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7/29/16
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BY
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DATE
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APPROVED
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BY
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DATE
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BY
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CHECKED
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DATE
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PREL'Y
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BID
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DWG.
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STATUS
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CONSTR.
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SM
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8-5-15
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LB
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8-5-15
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SM
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4-25-16
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LM
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4-25-16
ALIGNMENT
GENERAL DRAWINGS
ROJECT ONSULTING ERVICES, INC.
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%%UDRAWING NUMBER
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%%UDRAWING TITLE
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%%UREVISION
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%%UDRAWING NUMBER
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%%UDRAWING TITLE
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%%UREVISION
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CD-P0-0COVER SHEET D COVER SHEET D D CD-P1-0DRAWING INDEX F DRAWING INDEX F F P2-10NOTES AND LEGEND 0NOTES AND LEGEND 0 0
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CD-P3-1001ALIGNMENT - MP 0.00 TO MP 1.080 ALIGNMENT - MP 0.00 TO MP 1.080 0 CD-P3-1002ALIGNMENT - MP 1.08 TO MP 2.010 ALIGNMENT - MP 1.08 TO MP 2.010 0 CD-P3-1003ALIGNMENT - MP 2.01 TO MP 2.970 ALIGNMENT - MP 2.01 TO MP 2.970 0 CD-P3-1004ALIGNMENT - MP 2.97 TO MP 3.500ALIGNMENT - MP 2.97 TO MP 3.5000
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BY
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DATE
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APPROVED
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BY
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DATE
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BY
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CHECKED
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DATE
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PREL'Y
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BID
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DWG.
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STATUS
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CONSTR.
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CADDS
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PLOT DATE:
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FILE NAME:
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ACCOUNT NO.
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DATE
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BY
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SCALE:
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FILE NO.
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ASBUILT
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DRAWN
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DESIGN
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CONSTRUCTION YEAR
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P.L./STA. NO.
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OF
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SHEET
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OF
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SHEET
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DWG. NO.
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PREVIOUS DWG. NO.
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PROJECT NO.
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ROVER PIPELINE PROJECT
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30" CADIZ LATERAL - NG PIPELINE
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DRAWING INDEX
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MP 0.00 TO MP 3.50
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HARRIS, OHIO TO HARRIS, OHIO
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588000000008
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CD-P1-0
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1
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1
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F
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1
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1
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DWG. NO.
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REFERENCE DRAWING TITLE
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DATE
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CHK'D
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BY
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APP'D
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REVISION - DESCRIPTION
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NO.
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A
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FERC FILING
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JRM
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1-15-15
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JHR
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JHR
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B
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FERC FILING UPDATE
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GJD
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4-15-15
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JHR
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JHR
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C
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FERC FILING UPDATE
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JEK
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6-03-15
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JHR
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JHR
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D
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FERC FILING UPDATE
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PGP
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6-24-15
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JHR
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JHR
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E
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FERC FILING UPDATE
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JEK
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1-29-16
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JHR
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JHR
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F
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UPDATED TO ISSUED FOR CONSTRUCTION MILEPOST
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MFZ
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7-29-16
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ZCB
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JHR
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09-22-16
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15:07
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14138\Working\MISC\INDEX SHEETS
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11 MFZ
LEGEND
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ROJECT ONSULTING ERVICES, INC.P C SROJECT ONSULTING ERVICES, INC.
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14138\Working\MISC\BID\P2-10.dwg
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09-19-16
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13:56
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15 LRW
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PRECONSTRUCTION CONTOURS, REVEGETATED, AND STABILIZED PER THE
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PROJECT-SPECIFIC SPILL PREVENTION, CONTAINMENT, AND COUNTERMEASURE (SPCC)
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PLAN, AND ALL APPLICABLE PERMITS AS APPROPRIATE.
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EXTRA WORK SPACE (EWS) WILL BE STAKED IN THE FIELD BY THE COMPANY. IF
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ACCESS ROADS ARE LOCATED IN WETLANDS THEY MUST BE INSTALLED USING
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EQUIPMENT MATS ONLY. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETED AT THE
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EWS, THE TEMPORARY ACCESS ROADS (EQUIPMENT MATS) MUST BE REMOVED AND
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THE DISTURBED AREAS, INCLUDING THE EWS, RESTORED TO PRE-CONSTRUCTION
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CONTOURS, STABILIZED AND RESEEDED PER COMPANY REQUIREMENTS.
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EQUIPMENT. EQUIPMENT SHALL BE INSPECTED DAILY OR AT SHIFT CHANGES FOR
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FLUID LEAKS. ANY FLUID LEAKS DETECTED SHALL BE CORRECTED IMMEDIATELY.
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ADEQUATE SPILL CLEANUP MATERIALS SHALL BE UTILIZED TO CONTAIN AND PREVENT
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THE DISPERSAL OF ANY REPORTABLE SPILL OF CONTAMINANTS.
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SEDIMENTS AT A CONSTRUCTION ENTRANCE. CONTRACTOR SHALL REMOVE ANY SOIL
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TRACKED ONTO A PAVED ROAD USING APPROPRIATE EQUIPMENT. AT A MINIMUM,
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CONSTRUCTION ENTRANCES WILL BE MONITORED DAILY, GENERALLY AT THE END OF
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A WORKING SHIFT, TO REMOVE ANY EXCESS MUD, DIRT, OR ROCK TRACKED FROM
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THE SITE.
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DETAILS BASED UPON SURVEY INFORMATION PROVIDED BY SURVEY COMPANY, THESE
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DRAWINGS ARE NOT PRESENTED AS SURVEYING DOCUMENTS.
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%%UGENERAL ENVIRONMENTAL NOTES
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%%UGENERAL REQUIREMENTS
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1.
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RIGHT-OF-WAY (ROW), EXTRA WORKSPACE AREAS, AND APPROVED ACCESS ROADS.
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ALL PROJECT ACTIVITIES ARE LIMITED TO THESE APPROVED AREAS, INCLUDING
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PARKING, MATERIAL STOCKPILING, AND EQUIPMENT STORAGE OR MAINTENANCE.
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2.
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RESOURCES AND PREVENT ACCESS. DO NOT ENTER RESTRICTIVE AREAS FOR ANY REASON.
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3.
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%%UCLEARING AND GRADING
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2.
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3.
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SYSTEMS IN PLACE (UNLESS GRADING IS NEEDED). FELL TREES AND VEGETATION
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TOWARD THE ROW TO PREVENT DAMAGE TO VEGETATION OUTSIDE THE WORK AREA.
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%%UEROSION CONTROL
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1.
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GRADING. PLACE THESE STRUCTURES BETWEEN ALL DISTURBED AREAS AND
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PROTECTED RESOURCES, SUCH AS STREAMS AND WETLANDS.
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2.
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LEAVING THE WORK AREA OR ENTERING SENSITIVE RESOURCE AREAS.
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3.
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4.
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CONSTRUCTION.
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5.
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OF THE ENVIRONMENTAL INSPECTOR.
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%%UDRILLING MUD
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1.
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2.
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POSSIBLE FRAC-OUTS SO THAT THEY MAY BE RESPONDED TO IMMEDIATELY.
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3.
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4.
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FENCE, AND/OR DIKES.
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5.
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6.
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%%UHAZARDOUS MATERIAL
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HAZARDOUS MATERIALS INCLUDE FUELS, PAINTS, OILS, HYDRAULIC FLUIDS, AND SOLVENTS.
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1.
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100 FEET OF ANY RIVER OR WETLAND, UNLESS UNDER THE DIRECT SUPERVISION OF
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THE ENVIRONMENTAL INSPECTOR OR APPROVED VARIANCE.
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2.
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3.
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THE SPILL AND ANY CONTAMINATED SOIL AND IMMEDIATELY NOTIFY COMPANY AND THE
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ENVIRONMENTAL INSPECTOR.
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%%UENVIRONMENTAL INSPECTOR
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THE ENVIRONMENTAL INSPECTOR WILL BE AVAILABLE TO ANSWER QUESTIONS AND PROVIDE
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GUIDANCE REGARDING THE ENVIRONMENTAL REQUIREMENTS.
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STRAW/BALE INSTALLATION
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%%UINSTALLATION REQUIREMENTS
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1. PLACE BALES:
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%%UMAINTENANCE
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1. INSPECT BALES:
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2. REPAIR OR REPLACE BALES AS NEEDED.
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3. REMOVE ACCUMULATED SEDIMENTS AS NEEDED.
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SILT FENCE INSTALLATION
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%%UINSTALLATION REQUIREMENTS
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1. PLACE SILT FENCE:
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2. USE SANDBAGS OR BACKFILLING TO KEY IN THE BOTTOM OF THE FENCE IN AREAS
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WHERE IT IS NOT FEASIBLE TO TRENCH IT IN (LEDGES, ROCKY SOIL, LARGE TREE
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ROOTS, ETC.)
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%%UMAINTENANCE
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1. INSPECT SILT FENCE:
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2. REPAIR OR REPLACE SILT FENCE AS NEEDED.
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3. REMOVE ACCUMULATED SEDIMENTS AS NEEDED.
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FORESTED WETLAND
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EMERGENT WETLAND
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WATERBODY
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PERMANENT EASEMENT
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TEMPORARY WORKSPACE
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ADDITIONAL TEMPORARY
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WORKSPACE
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EPHEMERAL STREAM
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INTERMITTENT STREAM
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PERENNIAL STREAM
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PROPERTY LINE
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TELEPHONE LINE
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CABLE
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FENCE
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RAILROAD
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FOREIGN PIPELINE
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WATERLINE
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POWERLINE
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NATURAL DRAINAGE
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TOP OF SLOPE
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TOWNSHIP &
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STATE LINE
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RANGE LINE
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ROAD CENTERLINE
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MLV SITE
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MILE POST
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2 WIRE TEST STATION
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SINGLE PIPELINE TEST
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HDD ENTRY/EXIT
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LINE LIST NUMBER
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PIPELINE WARNING SIGN
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PW
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OH-CA-100.000
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PROPOSED PIPELINE
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%%UGENERAL NOTES
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GRID PROJECTION BASED UPON OHIO STATE PLANE COORDINATE SYSTEM, NORTH
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ZONE (GRID UNITS IN FEET) GEODETIC DATUM: NAD 1983
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THE AERIAL IMAGES WERE TAKEN IN SEPTEMBER AND NOVEMBER, 2014
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CONTRACTOR SHALL COMPLY WITH ALL CONTRACT, LANDOWNER, ENVIRONMENTAL, PERMIT AND
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IMPLEMENTATION PLAN REQUIREMENTS EVEN IF NOT SHOWN ON DRAWINGS.
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CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRAFFIC CONTROL REQUIREMENTS
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INCLUDING THE DEVELOPMENT OF TRAFFIC CONTROL PLANS, I.E.. FLAG PERSONS, WARNING
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SIGNS AND EMERGENCY FENCED AREAS (ORANGE PLASTIC FENCE).
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ALL PIPING AND MATERIALS AS WELL AS ALL WORK TO BE PERFORMED AS SHOWN ON ALL
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DRAWINGS, SHALL BE IN COMPLIANCE WITH TITLE 49 OF THE CODE OF FEDERAL REGULATIONS,
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PART 192 - TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINES: MINIMUM FEDERAL
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SAFETY STANDARDS AND THE LATEST AMENDMENTS THERETO, ISSUED BY THE DEPARTMENT OF
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TRANSPORTATION RESEARCH AND SPECIAL PROGRAMS ADMINISTRATION, OFFICE OF PIPELINE
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SAFETY. IN ADDITION, ALL FABRICATIONS SHALL COMPLY WITH ASME/ANSI B31.8 CODE.
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THE PIPELINE IS TO COMPLY WITH THE LATEST EDITION OF API 1104 AND THE LATEST EDITION
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OF ASME B31.8 CODE, AND WILL APPLY FOR WELDING AND PROCEDURE QUALIFICATIONS. 100%%%
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X-RAY OR AUT OF WELDS ARE REQUIRED.
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ALL PROPOSED PIPING TO BE HYDROSTATICALLY TESTED AS PER DESIGN SPECIFICATIONS OR
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OTHERWISE NOTED ON THE DRAWINGS AND SHALL NOT EXCEED 100%%% SMYS OF THE THINNEST
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WALL PIPE. HEAD PRESSURE FROM GROUND ELEVATION CHANGES SHALL BE TAKEN INTO
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ACCOUNT.
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HORIZONTAL DIRECTIONAL DRILLS (HDD) SHALL BE PRE-TESTED FOR FOUR (4) HOURS AS
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NOTED ON DRAWINGS.
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CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURANCE OF SAFE WORKING CONDITIONS, WHICH
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WILL MEET OR EXCEED INDUSTRY STANDARDS, REGULATORY REQUIREMENTS, COMPANY
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SPECIFICATIONS AND ANY OTHER STANDARDS REQUIRED BY CONTRACT.
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CONTRACTOR SHALL RESTRICT ACCESS OF ALL EQUIPMENT AND WORK ACTIVITY ALONG THE
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PIPELINE ROUTE TO THE DESIGNATED WORK SPACE AND THE RIGHT OF WAY.
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NO DEVIATIONS FROM THESE DRAWINGS OR SUPPORTING SPECIFICATIONS MAY BE MADE
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WITHOUT PRIOR WRITTEN AUTHORIZATION FROM COMPANY'S PROJECT MANAGER.
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CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT CONTROL DEVICES ALONG
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DOWN GRADIENT SIDES OF WORK AREAS AS REQUIRED BY COMPANY.
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CONTRACTOR TO INSTALL & MAINTIN SAFETY FENCING FOR OPEN DITCHES WITHIN 200 FT. OF
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A RESIDENCE UNTIL THE DITCH IS BACKFILLED.
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CONTRACTOR TO FIELD CHECK ALL SIZES, DIMENSIONS, LOCATIONS AND ELEVATIONS PRIOR TO
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CONSTRUCTION.
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CONTRACTOR TO FURNISH COATING MATERIAL FOR ALL PROPOSED BELOW GRADE FIELD
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JOINTS AND ALL OTHER UNCOATED PIPING, VALVES, FITTINGS, FLANGES, AND APPLY
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PER COMPANY SPECIFICATIONS.
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ANY DAMAGE TO PIPE COATING SHALL BE REPAIRED OR REPLACED BY CONTRACTOR
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ACCORDING TO COMPANY SPECIFICATIONS.
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ALL EXTERNAL METAL SURFACES SHALL BE PREPARED FOR COATING BY SAND BLASTING TO
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SSPC-SP10 NEAR WHITE SPECIFICATION. FINISH COATING SHALL BE IN ACCORDANCE WITH
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COMPANY PIPELINE SPECIFICATIONS.
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ALL PIPING IS TO BE CERTIFIED FREE OF HAZARDOUS LEAKS PRIOR TO BEING PLACED IN
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SERVICE.
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ALL TUBING, TUBING VALVES, FITTINGS, ETC, SHALL BE SUPPLIED BY CONTRACTOR.
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THRUST, ANCHOR AND REST BLOCKS ARE TO HAVE 1/4" THICK PVC OR TEFLON SHEETING
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BETWEEN BOTTOM OF PIPE & TOP OF CONCRETE UNLESS OTHERWISE INDICATED ON DRAWINGS.
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(ALL BLOCKS TO BE REINFORCED AS NOTED).
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CONTRACTOR TO FURNISH ALL MATERIAL FOR CONCRETE AND PIPE SUPPORTS, INCLUDING
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BE SUBMITTED TO COMPANY FOR APPROVAL.
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ACCORDANCE WITH PROJECT SCOPE OF WORK.
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MARKED WITH ORANGE SAFETY FENCE.
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MULTIPLE PIPELINE TEST
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STATION (2 TERMINAL BOX)
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STATION (6 TERMINAL BOX)
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SECTION LINE
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ALL ABOVE GROUND AND BELOW GROUND PIPING TO BE PAINTED IN ACCORDANCE WITH COMPANY SPECIFICATIONS BEFORE PLACING IN SERVICE.
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COMPANY HAS ATTEMPTED TO LOCATE ALL FOREIGN PIPELINES AND UNDERGROUND UTILITIES INVOLVED ON THIS PROJECT, BUT MAKES NO GUARANTEE THAT ALL SUCH LINES HAVE BEEN LOCATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUCH PIPELINES AND MAKE ALL NECESSARY ONE CALLS PRIOR TO CROSSING.
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TOE OF SLOPE
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PROPOSED PIPELINE
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THE LONGITUDINAL SEAMS OF LINE PIPE SHALL BE STAGGERED TO A 10 O'CLOCK AND 2 O'CLOCK POSITION.
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BURIAL DEPTH OF THE ROVER PIPELINE SHALL BE A MINIMUM OF 3' OR PER LANDOWNER REQUIREMENTS. MINIMUM DEPTH OF COVER IS 4' IN ALL AGRICULTURAL AREAS, 5' MINIMUM IN ALL CREEKS & BARROW DITCHES AND 6' MINIMUM BELOW CENTERLINE OF STATE HIGHWAYS, INTERSTATES AND RAILROADS. DEPTH TO BE MEASURED TO TOP OF PIPE OR TOP OF SET-ON WEIGHT.
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CONTRACTOR SHALL FURNISH ALL TEMPORARY MANIFOLDS, WELD CAPS, BLIND FLANGES, VENTS, DRAWINGS, GASKETS, ETC., FOR TESTING OF PIPING.
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ALL STUD BOLTS ARE TO BE TIGHTENED IN EQUAL INCREMENTS USING STANDARD BOLTING SEQUENCE, UNTIL ALL BOLTS HAVE BEEN TIGHTENED TO THE TORQUE SPECIFICATIONS LISTED IN THE COMPANY CONSTRUCTION SPECIFICATIONS BOLT TORQUE PROCEDURE.
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ALL WELDED PIPE OR FITTINGS HAVING UNEQUAL WALL THICKNESS GREATER THAN " SHALL 332" SHALL BE INTERNALLY TRANSITIONED BY CONTRACTOR TO MATCH ADJOINING WT PER ASME B31.8 SEE PROVIDED DRAWING FOR DETAILS.
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CRUSHED STONE TO BE SUPPLIED BY THE CONTRACTOR, PER CONSTRUCTION SPECIFICATIONS.
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ALL FIELD BENDS SHALL HAVE A SMOOTH CONTOUR, WRINKLE BENDS AND MITER JOINTS SHALL NOT BE INSTALLED. THE MAXIMUM AND MINIMUM DIAMETER AT ANY BEND SHALL NOT EXCEED 2 % OF THE NORMAL DIAMETER OF THE PIPE, AND THE MAXIMUM DEFLECTION 12% OF THE NORMAL DIAMETER OF THE PIPE, AND THE MAXIMUM DEFLECTION SHALL BE 1 DEGREE PER PIPE DIAMETER. ALL ANGLES GREATER THAN MAXIMUM FIELD BEND 12 DEGREE PER PIPE DIAMETER. ALL ANGLES GREATER THAN MAXIMUM FIELD BEND PER PIPE DIAMETER. ALL ANGLES GREATER THAN MAXIMUM FIELD BEND WILL UTILIZE INDUCTION BENDS. FIELD BENDING OF ARO COATED PIPE IS NOT ALLOWED ON THIS PROJECT. ARO COATED PIPE IS BEING USED AS LINE PIPE IN FLAT AREAS.
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CONTRACTOR SHALL DO ALL NECESSARY GRADING, LEVELING AND FILLING, INCLUDING ROCK EXCAVATION WHERE REQUIRED. FILL DIRT SHALL BE FURNISHED BY CONTRACTOR AND MEET COMPANY SPECIFICATIONS.
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4.
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1.
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WATER WELL
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OIL WELL
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GAS WELL
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UPLAND DRAINAGE
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BY
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DATE
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APPROVED
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BY
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DATE
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BY
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CHECKED
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DATE
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PREL'Y
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BID
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DWG.
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STATUS
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CONSTR.
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SM
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8-5-15
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LB
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8-5-15
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SM
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4-25-16
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LB
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4-25-16
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CADDS
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PLOT DATE:
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FILE NAME:
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ACCOUNT NO.
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DATE
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BY
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SCALE:
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FILE NO.
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ASBUILT
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DRAWN
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DESIGN
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CONSTRUCTION YEAR
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P.L./STA. NO.
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OF
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SHEET
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OF
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SHEET
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DWG. NO.
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PREVIOUS DWG. NO.
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PROJECT NO.
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ROVER PIPELINE PROJECT
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NATURAL GAS PIPELINE
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NOTES AND LEGEND
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P2-10
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1
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1
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0
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1
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1
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NONE
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DWG. NO.
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REFERENCE DRAWING TITLE
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IF THE P.E. SEAL
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IS NOT VISIBLE,
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THIS DRAWING IS
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PRELIMINARY
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AND NOT
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AUTHORIZED FOR
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CONSTRUCTION
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WITH BINDINGS OFF THE GROUND TO PREVENT DETERIORATION
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BETWEEN DISTURBED AREAS AND DOWN-SLOPE ENVIRONMENTAL RESOURCES
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AT THE BASE OF ALL SLOPES NEXT TO WETLANDS
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AT THE INLET AND OUTLET OF OPEN DRAINAGE STRUCTURES
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SUFFICIENTLY BEYOND THE TOE OF THE SLOPE TO GIVE THE SEDIMENT ROOM TO POND AND COLLECT
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DAILY IN AREAS OF ACTIVE CONSTRUCTION
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WEEKLY IN AREAS OF NO CONSTRUCTION OR EQUIPMENT OPERATION
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WITHIN 24 HOURS OF EACH 0.5 INCH OF RAINFALL
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BETWEEN DISTURBED AREAS AND DOWN-SLOPE ENVIRONMENTAL RESOURCES
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AT THE BASE OF ALL SLOPES NEXT TO WETLANDS
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AT THE BASE OF ALL SLOPES NEXT TO ROAD CROSSINGS
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AT THE INLET AND OUTLET OF OPEN DRAINAGE STRUCTURES
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SUFFICIENTLY BEYOND THE TOE OF THE SLOPE TO GIVE THE SEDIMENT ROOM TO POND AND COLLECT
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DAILY IN AREAS OF ACTIVE CONSTRUCTION
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WEEKLY IN AREAS OF NO CONSTRUCTION OR EQUIPMENT OPERATION
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WITHIN 24 HOURS OF EACH 0.5 INCH OF RAINFALL
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ROVER PIPELINE PERSONNEL WILL MAKE ARRANGEMENTS WITH THE FOREIGN PIPELINE
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OWNERS FOR INSTALLATION OF TEST LEAD WIRES ON THE FOREIGN PIPELINE. CONTRACTOR
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SHALL NOT INSTALL TEST LEAD WIRES ON FOREIGN PIPELINES.
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EZ-LINE PIPE SUPPORTS.
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%%UBE AWARE:
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THE ENVIRONMENTAL INSPECTOR HAS THE AUTHORITY TO STOP TASK AND
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ORDER CORRECTIVE ACTIONS IF RESOURCES ARE THREATENED OR PERMIT CONDITIONS
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ARE VIOLATED.
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SCRUB SHRUB WETLAND
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BAR DITCH
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LEVEE
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RIVER CENTERLINE
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SENSITIVE AREA
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ACCESS PATH
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TRANSMISSION LINE
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OVERHEAD
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TELEPHONE LINE
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UNDERGROUND
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POWERLINE
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OVERHEAD
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UNDERGROUND
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COUNTY LINE
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FIBER OPTIC CABLE
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SEWERLINE
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GUARDRAIL
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RIGHT-OF-WAY
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CULVERT
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MULTIPLE PIPELINE TEST
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STATION (11 TERMINAL BOX)
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MANHOLE
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POWER POLE
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FIRE HYDRANT
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R
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3300 WEST ESPLANADE AVE., S., SUITE 500
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METAIRIE, LA 70002-7406
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(504) 833-5321 Fax (504) 833-4940
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www.projectconsulting.com
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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CONTRACTOR SHALL DISPOSE OF DRILLING MUD AT SITES PRE-APPROVED BY COMPANY.
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ALL OVERHEAD POWER LINES SHALL BE MARKED WITH SAFETY SIGNS.
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CONTRACTOR SHALL RETURN ALL AREAS DISTURBED DURING PROJECT ACTIVITIES TO
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PRIOR TO PIPE PULL BACK AND INSTALLATION, CONTRACTOR'S ACTUAL DRILL PROFILE SHALL
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CONTRACTOR SHALL HANDLE AND CONTAIN INADVERTENT RELEASES OF DRILLING MUD IN
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ALL ABOVE GROUND OBSTRUCTIONS WITHIN THE WORKSPACE SHALL BE SURROUNDED OR
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BEFORE ANY CONSTRUCTION COMMENCES, THE LIMITS OF ACCESS ROADS TO THE
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ADEQUATE SPILL CONTAINMENT PROVISIONS MUST BE MAINTAINED ON ALL
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CONTRACTOR SHALL MAKE EFFORTS TO MINIMIZE OFF-SITE VEHICLE TRACKING OF
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THE ALIGNMENT AND HDD DRAWINGS REPRESENT THE DESIGN AND CONSTRUCTION
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STAY WITHIN THE APPROVED WORK AREAS. THIS INCLUDES THE STAKED
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RESTRICTED AREAS WILL BE FENCED OFF BY CONTRACTOR TO PROTECT SENSITIVE
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DO NOT LITTER.
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REFERENCE SITE-SPECIFIC DRAWINGS FOR CLEARING RESTRICTIONS.
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AS NECESSARY, CUT TREES AND VEGETATION AT GROUND LEVEL LEAVING THE ROOT
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MINIMIZE CLEARING AND GRADING WITHIN ADDITIONAL WORKSPACE. IF YOU DON'T NEED IT, DON'T DISTURB IT.
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REMOVE ALL CUT TREES, STUMPS AND BRANCHES. AS REQUIRED PER COMPANY CONSTRUCTION SPECIFICATIONS, LINE LIST, OR DRAWINGS.
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INSTALL EROSION CONTROL STRUCTURES AFTER CLEARING VEGETATION AND BEFORE
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USE EROSION CONTROL STRUCTURES TO PREVENT STOCKPILED SOIL OR MUD FROM
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INSTALL SILT FENCE AND HAY BALES PROPERLY.
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INSPECT AND MAINTAIN EROSION CONTROL STRUCTURES DAILY IN AREAS OF ACTIVE
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STABILIZE TOPSOIL AND SPOIL STOCKPILES AS NEEDED, AND UNDER THE DIRECTION
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KEEP ALL DRILLING MUD CONTAINED WITHIN THE ROW.
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CONTINUOUSLY MONITOR THE DRILLING OPERATION ON A REGULAR BASIS FOR
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REPORT ALL FRAC-OUTS IMMEDIATELY TO THE ENVIRONMENTAL INSPECTOR.
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IN THE EVENT OF A FRAC-OUT, IMMEDIATELY CONTAIN IT USING HAY BALES, SILT
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REMOVE ANY MUD USING EITHER HAND TOOLS OR A VACUUM TRUCK.
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DISPOSE OF DRILLING MUD IN COMPANY APPROVED LOCATIONS.
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DO NOT STORE HAZARDOUS MATERIALS OR REFUEL OR SERVICE EQUIPMENT WITHIN
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KEEP SPILL RESPONSE EQUIPMENT ON SITE.
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IF A SPILL OCCURS, FOLLOW APPROVED PROCEDURES TO CONTAIN AND CLEAN UP
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T1
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T3
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T4
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MP
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47
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T2
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DUAL LINES
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%%UTYPICAL PERMANENT EASEMENT
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SINGLE LINE
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EDGE OF PERMANENT EASEMENT
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EDGE OF PERMANENT EASEMENT
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DATE
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CHK'D
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BY
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APP'D
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REVISION - DESCRIPTION
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NO.
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0
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ISSUED FOR CONSTRUCTION
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KMA
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7-25-16
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TCL
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JHR
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CADWELD AND WIRE FOR
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FUTURE RECTIFIER
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R
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THE THICKNESS FOR ROCK SURFACING, WHEN REQUIRED, SHOULD BE 4" OR 6", AS NOTED
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ON DRAWING, OF COMPACTED CRUSHED ROCK, SOIL STERILENT SHOULD BE APPLIED TO THE
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EXISTING GROUND BEFORE THE CRUSHED ROCK SURFACING IS PLACED. CONTRACTOR TO FURNISH
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AND INSTALL GEOTEXTILE FABRIC AND A 4" OR 6" LAYER OF CRUSHED STONE AS INDICATED.
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CRUSHED STONE AND GEOTEXTILE FABRIC TO EXTEND 1'-0" OR 3'-0", AS NOTED ON DRAWING,
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OUTSIDE OF FENCE PERIMETERS.
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8.
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ROUTING OF ACCESS PATHS THROUGH FORESTED AREAS TO OBTAIN WATER FOR HDDS OR
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PIPELINE TESTING MAY VARY TO MINIMIZE IMPACTS TO TREES, BUT WILL BE NO MORE THAN 3
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FT WIDE AND WILL GENERALLY FOLLOW THE PIPELINE CENTERLINE.
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10.
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11.
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12.
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