2'' hdpe g 66th street coastal hwy md rte 528
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MH
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EXISTING2'' PE G
EXISTING2'' PE G
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EXIS
TIN
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G6''
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G6'
' PE
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6'' P
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NG
6'' P
E G
8' of
6" P
EST
UB
66th STREET
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VFW
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6" FM8" SAN
6" MCI
12" M
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115109 107
N
2'' HDPE G
2'' HDPE G
2'' HDPE G
2'' HDPE G
2'' HDPE G
COA
STA
L H
WY
MD
RTE
528
15' ±
SITE
* ALL PIPE LENGTHS SHOWN ON THIS DRAWING ARE APPROXIMATE *
PROJECT DATA:1. PROJECT LOCATION:
CITY: OCEAN CITYCOUNTY: WORCESTER
STATE: MARYLAND
2. NATURAL GASTEST PRESSURE: 100 MIN.OPERATING PRESSURE: 60 MAX. (MAOP)
3. PROJECT INVOLVES THE FOLLOWING:NEW MAIN: 489 L.F. 2" (HDPE) SERVICES: 5VALVES:
4. DESIGN IS IN ACCORDANCE WITH ANSI B31.8b AND NATURAL GAS PIPELINESAFETY ACT OF 1968
5. DRAWING REFERENCES: TOWN OF OCEAN CITY GIS, CUC GIS
EXISTING STORM MANHOLE
EXISTING SEWER MANHOLE
SW SWEXISTING STORM WATER
W WEXISTING WATER
SS SSEXISTING SANITARY SEWER
DRAWN BY
APPROVED
PROJECT NO.
SHEET 1 OF 1
REVISION BY
500 ENERGY LANE, SUITE 100 ● DOVER, DE 1990432145 BEAVER RUN DRIVE ● SALISBURY, MD 21804
FIELD INSPECTION YES NO N/A INITIAL DATE
PIGGED LINE -
OBSERVED PRESSURE TEST -
PURGED LINE TO 100% GAS -
ALL TIE-INS COMPLETED -
LOCATE LINE FOR TRACE WIRECONTINUITY -
CORRECTLY INSTALLED ALL LINEMARKERS AND TEST POINTS -
REMOVE ALL EXCESS MATERIAL FROMSITE -
PROJECT SITE CLEAN OF TRASH ANDDEBRIS -
PROJECT SITE RESTORED TO PRIORCONDITIONS -
ALL DISTURBED PAVING RESTORED TOCOMPLYING SPECIFICATIONS
(IF NO TO ANY OF THE ABOVE, PLEASE PROVIDE FURTHER EXPLANATION)
OUTSTANDING ISSUES WITH PROPERTYOWNER
OUTSTANDING ISSUES WITH GOVERNINGAGENCY
(IF YES TO THE ABOVE, PLEASE PROVIDE FURTHER EXPLANATION)
DOCUMENTATION
FIELD INSPECTION COMPLETED
PRESSURE TEST INFO COMPLETEDPROPERLY
ALL TIE-INS COMPLETED ANDDOCUMENTED
LINE MARKERS AND TEST POSTSDOCUMENTED
AS-BUILTS SUBMITTED
FINAL INVOICE READY
MAIN INFO
MAIN RECORD
SIZE
MATERIAL
LENGTH
WALL THICKNESS / SDR
START DATE
END DATE
CONTRACTOR / FOREMAN
STENCIL LINE
PRESSURE TEST RECORD
PRESSURE TEST START DATE
PRESSURE TEST END DATE
START PRESSURE
END PRESSURE
START TIME
END TIME
TEST OK?
FOREMAN
** ATTACH PRESSURE CHART TO PLAN
TIE-IN RECORD
TYPE OF TIE-IN
SIZE & MATERIAL OF MAIN TAPPED
MANUFACTURER
STENCIL LINE (IF AVAILABLE)
TAPS MADE BY
FOREMAN
FUSER
WELDER
**PHOTO OR SKETCH REQUIRED FOR EVERY TIE-IN
FOR STEEL, COMPLETE BELOW:
COATED / TYPE
CONDITION OF COATING NONE POOR FAIR GOODEXTERNAL CORROSION VISIBLE? YES NOINTERNAL CORROSION VISIBLE? YES NOP/S READING
COUPON SAVED?
MISS UTILITY INFO
TICKET NO.
RESPONSEMATERIALS LIST(LIST ALL MATERIALS USED; SIZE, AMT AND TYPE)
** ATTACH ALL VALVE CARDS AND PROFILES TO THE PLAN.NOTE INSTALLATION METHOD ON DRAWING. (HDD/TRENCH) **
GENERAL NOTES:1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE
CHESAPEAKE UTILITIES AND SANDPIPER ENERGY (DNG) OPERATIONS, MAINTENANCE,AND CONSTRUCTION (OMC) MANUAL.
2. CONTRACTOR TO PROVIDE DNG WITH AS-BUILT INFORMATION WITHIN 2 WEEKS OFPROJECT COMPLETION.
3. AS-BUILTS NEED TO INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION:
A. INSTALLATION METHODS FOR ALL MAIN*
B. DEPTHS OF MAIN*
C. ALL FIELD CHANGES
D. ANY UNLOCATABLE SEWER LATERALS
(note*. please make sure as-built is clearly marked where depths or installationmethods change along the project)
4. CONTRACTOR SHALL PROVIDE ALL FIELD INFORMATION ON THE PLANS; USE 8 ½” x 11”SHEETS IF ADDITIONAL SPACE IS REQUIRED. ALL INFORMATION (PLANS ANDADDITIONAL SHEETS) SHALL BE PROVIDED TO DNG.
5. CONTRACTOR SHALL NOTIFY DNG ENGINEERING DEPARTMENT BEFORE CHANGINGLOCATION OF GAS MAIN CLOSER TO THE RIGHT OF WAY (R-O-W).
6. DURING THE BID PROCESS, CONTRACTOR IS RESPONSIBLE FOR GATHERING ANYADDITIONAL INFORMATION NEEDED TO COMPLETE THE PROJECT.
CONSTRUCTION NOTES:1. NEW GAS MAIN SHALL HAVE 36” MINIMUM COVER, BUT NO MORE THAN 42” OF COVER
UNLESS DIRECTED BY DNG.
2. BORE, MOLE, OR DIRECTIONAL DRILL PAVED AREAS UNLESS OTHERWISE SPECIFIED.
3. WHEN UTILIZING A TRENCHLESS TECHNOLOGY, CONTRACTOR SHALL ADHERE TO
THE FOLLOWING:
A. EXPOSE ALL UTILITY FACILITIES TO BE CROSSED TO CONFIRM NOCONFLICT.
B. IF A FACILITY CANNOT BE FOUND, CONTRACTOR IS RESPONSIBLE TOCALL THE RESPECTIVE UTILITY TO TRY AND CONFIRM FACILITYLOCATION.
C. NOTIFY DNG PROJECT COORDINATOR OF ANY UTILITY THAN CANNOTBE LOCATED.
4. ALL DISTURBED AREAS, INCLUDING DRIVEWAYS, SHALL BE RESTORED TO
PRE-CONSTRUCTION CONDITIONS.
5. CALL MISS UTILITY TWO (2) FULL WORKING DAYS BEFORE YOU DIG.
A. CONSTRUCTION ACTIVITIES SHALL NOT COMMENCE UNTIL ALLUTILITIES HAVE RESPONDED TO THE MISS UTILITY TICKET.
6. CONTRACTOR SHALL NOTIFY DNG PROJECT COORDINATOR A MINIMUM OF 48 HOURS
IN ADVANCE OF INTENT TO WORK EVENINGS OR WEEKENDS.
7. LOCATE STATIONS CAN BE MOVED BASED ON DRILL LOCATIONS.
A. IF MOVED, REVISED LOCATIONS SHALL BE CLEARLY SHOWN ON THEAS-BUILT.
8. ALL WORK IN THE TOWN OF OCEAN CITY R-O-W SHALL BE COMPLETED TO THE TOWN
OF OCEAN CITY STANDARDS.
9. DISTURBED AREAS SHALL BE RESTORED AT THE END OF EACH WEEK OR AS
DIRECTED BY DNG OR OTHER AUTHORITY.
10.DISTURBED AREAS SHALL BE TOP SOILED (6”), SEEDED, AND STABILIZED.
11.MAINTENANCE OF TRAFFIC (MOT) SHALL ADHERE TO THE LATEST REVISION OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS
2021.563.00
JDT 11/18/2021
GAS MAIN EXTENSIONCONSTRUCTION DRAWING
66TH STREET(OCEAN CITY, MARYLAND)
SCALE: 1" = 50'
LOCATION MAP
2'' HDPE GPROPOSED 2" HDPE GAS
LEGEND
NOTES:1. SHA APPROVAL: THIS WORK IS OUTSIDE OF THE SHA
RIGHT-OF-WAY2. UTILITY CUTS ARE TO BE RESTORED PER THE TOWN OF
OCEAN CITY STANDARDS S-1.02 AND S-1.17.
EXISTING 2" PE GAS MAIN
INSTALL 2" CAP, LOCATIONSTATION AND LOCATE BALL
INSTALL 2" HDPE GAS MAIN 15' ± OFF THEFACE OF CURB AND 3' + OFF THE WATER MAIN
INSTALL 1 1/4"GAS SERVICE
INSTALL 1 1/4"GAS SERVICE
INSTALL 1 1/4"GAS SERVICE
INSTALL 1 1/4"GAS SERVICE
INSTALL 1 1/4"GAS SERVICE
INSTALL 2" 90°
INSTALL 2" 90°
EXISTING 2'' PE GEXISTING 2" PE GAS