NCC241089_Site Plan or Location Map_20240412

GENERAL NOTES
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY(UNLESS OTHERWISE CIVIL AND STRUCTURAL NOTES
NOTED ON DRAWINGS OR SPECIFICATIONS)INCLUDING EQUIPMENT TRANSPORTATION AND 1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED SOIL.
SERVICES,AND PERFORM ALL NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED SHOULD THIS OCCUR,THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE FOOTING
HEREINAFTER. ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED PROCTOR
II VV VVIIIIIui"""'il11111�������� y BEGIN PROJECT 2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE COMPACTION TEST(ASTM D1557)TO 95%IN SIX INCH LIFTS.
N EXISTING 6"GAS MAIN K ath ryn'S Retreat v DRAWINGS.ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT 2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1"X 1"45°CHAMFER.
t STA. 0+00.00 MANAGER PRIOR TO PROCEEDING WITH THE WORK.
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I = LATITUDE: 35.49244929 3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS. 3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
RB Homes Cotswold 9 9Beeline Moving STANDARDS.TESTING SHALL CONFORM TO ACI 318.INSTALLER TO SUPPLY ALL CONCRETE AND
,Company,LLC ` LONGITUDE: -78.73665368 4. ALL BELOWGROUND WELDS SHALL BE COATED PER PERTINENT DUKE NATURAL GAS BUSINESS UNIT TESTING.
(NGBU)DESIGN AND CONSTRUCTION STANDARDS.
BEGIN PROJECT cti) PROPOSED 6" MDPE 4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION.STEEL REINFORCING BAR
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM
STA. 0+00.00 END PROJECT (SSPC)SURFACE PROFILE.PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT DUKE NGBU A185.TIE WIRE SHALL CONFORM TO ASTM A82.
LATITUDE: 35.49412603' 9tLaw,P9
Pope and Pope, DESIGN AND CONSTRUCTION STANDARDS. 5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE LOCATION.
_LONGITUDE: 78.73859409 A STA. 2+50+/ 6. UPON BACKFILLING IN AREAS OF ROCK,BURIED PIPE SHALL HAVE 6"OF SAND PAD FILL PLACED SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT
LATITUDE: 35.49198965 AROUND THE PIPE'S CIRCUMFERENCE. MANAGER OR CONSTRUCTION MANAGER.
Carey Roofing 55 LONGITUDE: -78.73602806 7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF THE DUKE NGBU'S PRESSURE TESTING 6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL PIPE
and Construction .5 STANDARD,PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS. AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE.A LAYER OF NON ABRASIVE MATERIAL
3 8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING,USING CLEANING PIGS AS SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING.
REQUIRED,AND DRY TO A DEWPOINT OF-40°F PER PERTINENT DUKE NGBU DESIGN AND 7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
CONSTRUCTION STANDARDS. 8. INSTALLER SHALL THOROUGHLY REVIEW IFC DRAWINGS FOR INSTALLATION REQUIREMENTS ON ALL VESSELS
OR OTHER COMPONENTS THAT MAYBE SUBJECT TO THERMAL OR VIBRATION EFFECTS,TO ENSURE
PROPOSED 8" MDPE END PROJECT CONSTRUCTION NOTES INSTALLATION OF A SUITABLE SURFACE THAT WILL ACCOMMODATE THESE EFFECTS.
z STA. 27+62+/- ;u.r�ppnd 1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. 9. UNLESS DIRECTED OTHERWISE,LOADING OF CONCRETE STRUCTURES SHALL BE IN ACCORDANCE WITH
LATITUDE: 35.48704296 INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR FOC-ST-2020.
0s`' ' LONGITUDE: -78.73583647 MAINTENANCE AND PRESERVATION OF THESE FACILITIES.
6.6 2. PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS,INSTALLER IS REQUIRED TO SOIL EROSION AND SEDIMENT CONTROL NOTES
CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK.NO 1, INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE
EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER COMMENCEMENT OF THE PROJECT,PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS
' UTILITIES. THROUGHOUT THE DURATION OF THE PROJECT.
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3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN
1S Q Donny Hawley's Garage9 o _ CONFLICT WITH INSTALLATION OF FACILITIES,INSTALLER SHALL NOTIFY THE PROJECT MANAGER 2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION.RAW BANKS MAY BE SEEDED AND
MULCHED TO PREVENT EROSION.
$ IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED.
3. ALL SPOILS INCLUDING ORGANIC SOILS,VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE
- �;° 4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED,INSTALLER SHALL PROVIDE AND MAINTAIN
'' Rr1 SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF
mo Pa1r Matthews Family© TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS.RESTORATION OF WATER OR WETLAND.
Cemetery - THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED
Gp"r 91e c INCIDENTAL COSTS OF THE PROJECT. 4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE
e L E�"„ „5...._ - WORK AREA.
0 5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE.FINAL GRADE SHALL BE
MATCHED TO SURROUNDING GRADE AS PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION 5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS,GRATES AND MANHOLES FOR
NC 55 HWY W STANDARDS. SEDIMENT CONTROL.
AN G I E R NC, 27501 6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS.ACCESS TO AREAS OUTSIDE 6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO
I WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR DUKE NGBU PROJECT MANAGER. CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION.
NOTE:LATITUDE/LONGITUDE TO BE VERIFIED BY AS-BUILT SURVEY. 7. ALL EXCESS EXCAVATION,CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT 7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE
DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED. AREAS.
D RAW I N G INDEX 8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE 8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT DUKE NGBU DESIGN AND
CONSIDERED AS PART OF THE CONTRACT DOCUMENTS.INCIDENTAL ITEMS OR ACCESSORIES CONSTRUCTION STANDARDS.
DRAWING NUMBER DRAWING TITLE SHEET NO. REV. NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED,BUT ARE CONSIDERED
TO BE A PART OF THIS CONTRACT.
PROJECT NOTES
001 COVER SHEET 001 1 9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT,ALL WORK SHALL BE INSPECTED AND 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS
002 PLAN AND PROFILE(SR 1542,STA.0+00 TO 14+00) 002 1 APPROVED BY DUKE NGBU OR COMPANY REPRESENTATIVE.FINAL PAYMENT SHALL BE MADE AFTER AND STANDARDS OF DUKE NGBU.
ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN ACCORDANCE WITH
003 PLAN AND PROFILE(SR 1542,STA.14+00 TO 27+62) 003 1 THE CONTRACT DOCUMENTS. 2. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL NORTH CAROLINA STATE DEPARTMENT OF
10.DURING CONSTRUCTION,ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF TRANSPORTATION(NCDOT)STANDARDS AND SPECIFICATIONS,AS WELL AS ALL FEDERAL AND
004 PLAN AND PROFILE(NC 55,STA.0+00 TO 2+50) 004 1GUTTERS,DRAINAGE STRUCTURES,DITCHES,ETC.SUCH THAT THE NATURAL FLOW LINE OF WATER LOCAL LAWS AND REGULATIONS.
005 STANDARD DETAILS 005 1 IS OBSTRUCTED,SHALL BE REMOVED AT THE END OF EACH WORK DAY.
006 STANDARD DETAILS 006 1 11.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN
EXISTING DRAINAGE WAY.A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED MATERIAL LIST
007 EROSION CONTROL NOTES 007 1 SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT MANAGER UPON
COMPLETION OF THE PROJECT. QTY. SIZE DESCRIPTION PART NO.
008 EROSION CONTROL DETAILS 008 1 12.INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL 2762' 8" SDR 11.5,MEDIUM DENSITY PLASTIC PIPE 13520
009 NC G01 STANDARD 009 1 PERMITS AT THE JOB SITE.ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR
SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER. 250' 6" SDR 11.5,MEDIUM DENSITY PLASTIC PIPE 13391
010 NC G01 STANDARD 010 1 13.INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE 25' 2" SDR 11.5,MEDIUM DENSITY PLASTIC PIPE 13389
CONTRACT DOCUMENTS AND SPECIFICATIONS.INSTALLER IS RESPONSIBLE FOR THE
LEGEND CONSTRUCTION METHODS AND TECHNIQUES,SEQUENCES,TIME OF PERFORMANCE ALL SAFETY 1 8" CAP 13676
PRECAUTIONS.
EXISTING SANITARY SEWER(SS) -ss-SS Ss 1 6" CAP 13405
14.MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
EXISTING WATER LINE(W) -W W W- STANDARDS. 2 2" CAP 13398
EXISTING STORM DRAINAGE(SD) 15.ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF(3)4 FEET X 18 FEET 2 g"X 6" REDUCER 13528
EXISTING TELEPHONE LINE T T T WOODEN MATS.
TOTAL AREA OF LAND DISTURBANCE = 1.45 AC. (63,296 SF) EXISTING GASLINE(TOBEABANDONED) GAS 16.PER PERTINENTDUKENGBUDESIGNANDCONSTRUCTIONSTANDARDS,FOROPENDITCH 2 6"X4" REDUCER 13410
811 EXISTING GAS LINE(TO BE RETAINED) - L, EXCAVATION,A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL
EXISTING PROPERTY BOUNDARY(GIS) - - CROSSING STRUCTURES.SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT 2 4"X 2" REDUCER 13406
a EXISTING RIGHT OF WAY(RNV) - - ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING. 1 6" EF COUPLING 10267
\ r PROPOSED MDPE GAS LINE(TRENCH) 17.DURING BACKFILLING,A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS. 1 8" TEE 13544
\ ISSUED FOR PROPOSED MDPE GAS LINE(BORE) COMPACTION REQUIREMENTS SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
Know what's below. CONSTRUCTION
TEMPORARY SILT FENCE STANDARDS. I 6" TEE 13417
Call before you dig. JANUARY 05, 2024 LIMITS OF DISTURBANCE(LOD) 18.BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
PROPOSED WATTLE C STANDARDS.
\\�11111 1/// *PROPRIETARY&CONFIDENTIAL*ALL RIGHTS RESERVED*DO NOT SCALE THIS DRAWING*USE DIMENSIONS ONLY CUSTOMER: XXXXXXXXX
DUKE ENERGY&PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL*DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE*TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, W O# 49343317
o^' ! ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS&INFO MANAGEMENT(RIM) MAP NO. XXXXXX-XX
s \ * S AL NO. DATE REVISION(S)DESCRIPTION DRAFTING/DESIGN CHECKER/REVIEWER APPROVING ENGINEER RIVER GLEN MAIN EXTENSIONz. pp SHEET(S) 1 OF 10 DWG SCALE NOT TO SCALE
Bch 022982 J `\\ 0 12/22/2023 ISSUED FOR CONSTRUCTION SSL MAY MAY �� TRC INSTALLATION O F 6" & 8II MDPE DWG DATE 10/31/2023 SUPERSEDED -
��'-../NEEp•`� ( DUKE Piedmont
a ,i'tFC•A.Ho ,` 1 01/04/2024 REVISED PER CLIENT COMMENTS SSL MAY MAY NC F-0591 r ENERGY. 60 Natural Gas ALONG OLD BUIES CREEK ROAD (SR 1542) & NC55W DRAWING NUMBER REVISION
/I111`" 5 449343317-001 1
9 (346)35-2016 27545 ANGIER, HARNETT COUNTY, NC I- (346)3552016
1 PROFESSIONALENGARCHSTAW www.trccompanies.con COPYRIGHT 2018 RESOURCE CENTER GOLDSBORO,NC