ST1501A-PN180418
THEUTILITIESSHOWNONTHESEPLANSWERECOMPILEDFROMVARIOUS
SOURCESANDAREINTENDEDTOSHOWTHEGENERALEXISTENCEAND
LOCATIONOFUTILITIESINTHEAREAOFCONSTRUCTION.THEENGINEER
ASSUMESNORESPONSIBILITYFORTHEACCURACYOFTHEUTILITY
INFORMATIONSHOWNONTHESEPLANS.THECONTRACTORSHALLVERIFY
THEEXACTLOCATIONOFALLUTILITIESPRIORTOCONSTRUCTION.THE
CONTRACTORSHALLCONTACTUTILITYCOMPANIES48HOURSINADVANCE
OFANYCONSTRUCTIONACTIVITIESINORDERTODETERMINEIFTHERE
AREANYCONFLICTSWITHTHEPROPOSEDFACILITIES.THECONTRACTOR
SHALLNOTIFYTHEENGINEERIMMEDIATELYWHENCONFLICTSWITH
EXISTING UTILITIES ARE DISCOVERED.
BENCHMARKS
BM 2 CITY OF COPPELL - TOP SECURITY MONUMENT WITH ACCESS COVER
LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SANDY
LAKE ROAD AND ROYAL LANE.
ELEV. 521.84' (PLAN)521.72' (FIELD)
BM 6 CITY OF COPPELL - TOP SECURITY MONUMENT WITH ACCESS COVER
LOCATED AT THE SOUTHWEST CORNER OF BELTLINE ROAD SOUTH AND
LAKESHORE DRIVE.
ELEV. 517.39' (PLAN)517.44' (FIELD)
BM 13 = CITY OF COPPELL - ALUMINUM MARKER SET IN THE CENTER OF AN
INLET ON THE NORTH SIDE OF SOUTHWESTERN BOULEVARD
APPROXIMATELY 263' WEST OF COPPELL ROAD.
ELEV. 516.87' (PLAN)516.86' (FIELD)
NOTE:
1.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING SANITARY SEWER SERVICES AND RECONNECTING
TO NEW SANITARY SEWER MAIN.
2.WATER AND SANITARY SEWER LINE ABANDONMENTS SHALL
BE DONE PER TxDOT SPECIAL SPECIFICATION
7070-GROUTING OF WATER MAINS USING FLOWABLE FILL
PER TxDOT STANDARD SPECIFICATION ITEM 401 WHERE
LINES EXIST UNDER THE PROPOSED PAVEMENT.
3.CONTRACTOR SHALL VERIFY/ENSURE POSITIVE DRAINAGE
WITHIN SANITARY SEWER LINES PRIOR TO CONSTRUCTION.
4.CONTRACTOR SHALL FLUSH ALL EXIST SS LINES PROPOSED
TO REMAIN IN PLACE.
SS-A STA 24+50
MATCH LINE - PV STA 22+16 =
SS-A STA 29+00
MATCH LINE - PV STA 17+66 =
THEUTILITIESSHOWNONTHESEPLANSWERECOMPILEDFROMVARIOUS
SOURCESANDAREINTENDEDTOSHOWTHEGENERALEXISTENCEAND
LOCATIONOFUTILITIESINTHEAREAOFCONSTRUCTION.THEENGINEER
ASSUMESNORESPONSIBILITYFORTHEACCURACYOFTHEUTILITY
INFORMATIONSHOWNONTHESEPLANS.THECONTRACTORSHALLVERIFY
THEEXACTLOCATIONOFALLUTILITIESPRIORTOCONSTRUCTION.THE
CONTRACTORSHALLCONTACTUTILITYCOMPANIES48HOURSINADVANCE
OFANYCONSTRUCTIONACTIVITIESINORDERTODETERMINEIFTHERE
AREANYCONFLICTSWITHTHEPROPOSEDFACILITIES.THECONTRACTOR
SHALLNOTIFYTHEENGINEERIMMEDIATELYWHENCONFLICTSWITH
EXISTING UTILITIES ARE DISCOVERED.
BENCHMARKS
BM 2 CITY OF COPPELL - TOP SECURITY MONUMENT WITH ACCESS COVER
LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SANDY
LAKE ROAD AND ROYAL LANE.
ELEV. 521.84' (PLAN)521.72' (FIELD)
BM 6 CITY OF COPPELL - TOP SECURITY MONUMENT WITH ACCESS COVER
LOCATED AT THE SOUTHWEST CORNER OF BELTLINE ROAD SOUTH AND
LAKESHORE DRIVE.
ELEV. 517.39' (PLAN)517.44' (FIELD)
BM 13 = CITY OF COPPELL - ALUMINUM MARKER SET IN THE CENTER OF AN
INLET ON THE NORTH SIDE OF SOUTHWESTERN BOULEVARD
APPROXIMATELY 263' WEST OF COPPELL ROAD.
ELEV. 516.87' (PLAN)516.86' (FIELD)
NOTE:
1.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING SANITARY SEWER SERVICES AND RECONNECTING
TO NEW SANITARY SEWER MAIN.
2.WATER AND SANITARY SEWER LINE ABANDONMENTS SHALL
BE DONE PER TxDOT SPECIAL SPECIFICATION
7070-GROUTING OF WATER MAINS USING FLOWABLE FILL
PER TxDOT STANDARD SPECIFICATION ITEM 401 WHERE
LINES EXIST UNDER THE PROPOSED PAVEMENT.
3.CONTRACTOR SHALL VERIFY/ENSURE POSITIVE DRAINAGE
WITHIN SANITARY SEWER LINES PRIOR TO CONSTRUCTION.
4.CONTRACTOR SHALL FLUSH ALL EXIST SS LINES PROPOSED
TO REMAIN IN PLACE.
SS-A STA 24+50
MATCH LINE - PV STA 22+16 =
SS-A STA 29+00
MATCH LINE - PV STA 17+66 =