2'' hdpe g 66th street coastal hwy md rte 528

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2'' HDPE G

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MD

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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