SW3240204_Plansheet - Notes_20240305

GENERAL NOTES DUKE ENERGY NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE 9. THE CONTRACTOR SHALL BE RESPONSIBLE 1. NO STOCKPILING OF ANY MATERIALS WITHIN THE DUKE
WITH THE TECHNICAL SPECIFICATIONS AND FOR THE REMOVAL AND REPLACEMENT TO ENERGY TRANSMISSION EASEMENT AT ANY TIME.
ALL APPLICABLE PERMITS. ORIGINAL OR BETTER CONDITION OF ALL
EXISTING PAVEMENTS, GRAVEL ROADWAYS, 2. DUKE ENERGY SHALL HAVE FREE AND CLEAR
2. THE CONTRACTOR IS SOLELY RESPONSIBLE PIPE CULVERTS, FENCES, AND INGRESS/EGRESS TO ITS FACILITIES AT ALL TIMES.
FOR SITE SAFETY ASSOCIATED WITH THE MISCELLANEOUS ITEMS WHERE REQUIRED
WORK UNDER THIS PROJECT AND FOR TO COMPLETE THE CONSTRUCTION. 3. ALL CROSSING MATERIALS SHALL BE ABLE TO WITHSTAND
COMPLIANCE WITH ALL FEDERAL, STATE AND 80K POUNDS.
LOCAL HEALTH AND SAFETY LAWS, CODES, 10. ALL HOLES, TRENCHES, AND OTHER
REGULATIONS, AND ORDINANCES HAZARDOUS AREAS SHALL BE ADEQUATELY 4. ALL CROSSINGS SHALL BE BACKFILLED WITH SUITABLE
INCLUDING BUT NOT LIMITED TO THOSE PROTECTED BY BARRICADES, LIGHTS OR MATERIAL AND COMPACTED TO 95% AT END OF EACH DAY.
CURRENTLY MANDATED BY THE OTHER PROTECTIVE DEVICES.
OCCUPATIONAL SAFETY AND HEALTH 5. DUKE ENERGY IS NOT BE RESPONSIBLE FOR ANY DAMAGE
ADMINISTRATION (OSHA). 11. REMOVAL OF EXCAVATED MATERIALS AND TO CONSTRUCTION MATERIALS WITHIN THE TRANSMISSION
DAILY CLEANUP OPERATIONS SHALL BE EASEMENT.
3. CONTRACTOR SHALL USE ADEQUATE PERFORMED IN COMPLIANCE WITH THE
SHORING METHODS TO ENSURE: SPECIFICATIONS AND TO THE SATISFACTION 6. ALL EROSION CONTROL DEVICES WITHIN DUKE ENERGY'S
OF THE OWNER/ENGINEER. TRANSMISSION EASEMENT SHALL BE REMOVED UPON
3.A.COMPLIANCE WITH OSHA REGULATIONS. COMPLETION AND ACCEPTANCE OF PROJECT. VEGETATION
12. EXCESS/UNSUITABLE SPOIL TO BE REMOVED MUST BE RE-ESTABLISHED IN DUKE ENERGY'S
3.13.PROTECTION OF EXISTING PAVEMENT FROM SITE. PRIOR TO BEGINNING TRANSMISSION EASEMENT IF DAMAGED.
AND ROAD SHOULDERS, STRUCTURES CONSTRUCTION, CONTRACTOR SHALL
AND UTILITIES. SUBMIT THE OFF-SITE SPOIL LOCATIONS TO 7. ALL WORK WITHIN DUKE ENERGY'S TRANSMISSION
BE USED AND PROVIDE DOCUMENTATION OF EASEMENT SHALL COMPLY WITH DUKE'S GUIDELINES AND
3.C.CONSTRUCTION ACTIVITIES ARE PERMITTED EROSION CONTROL MEASURES RESTRICTIONS, CLEARANCES AND OSHA REGULATIONS.
CONFINED TO RIGHTS-OF-WAY OR AND ALL OTHER APPLICABLE PERMITS TO BE
EASEMENTS AS INDICATED PROVIDED DURING DISPOSAL OPERATIONS. 8. CONTACT WILLIAM JOHNSON, TRANSMISSION ASSET
CONTRACTORS OFF-SITE SEDIMENT PROTECTION PROGRAM MANAGER WITH DUKE ENERGY AT
4. LIMITS OF DISTURBANCE (LOD) SHALL BE AS CONTROL MEASURES MUST BE APPROVED BY 910-844-7572, [e-mail] WITH
INDICATED ON THE CONTRACT DRAWINGS. NCDEQ PRIOR TO SPOIL DISPOSAL. ANY RIGHT-OF-WAY CONCERNS.
ANY CHANGES TO THE LOD BY THE
CONTRACTOR SHALL REQUIRE PRIOR 13. ALL EROSION AND SEDIMENTATION
APPROVAL FROM THE ENGINEER. ALL AREAS CONTROLS SHALL BE IMPLEMENTED BEFORE
DISTURBED BEYOND INDICATED LIMITS CONSTRUCTION COMMENCES AND SHALL
SHALL BE RESTORED TO PRE-EXISTING NOT BE REMOVED UNTIL PERMANENT
CONDITIONS REGARDLESS OF AREA GROUND COVER STABILIZATION HAS BEEN
AFFECTED AT NO ADDITIONAL COST TO THE ESTABLISHED.
OWNER.
14. THERE IS NO PAY ITEM FOR DEWATERING
5. LOCATION OF EXISTING UTILITIES, PIPING, AND NO SEPARATE PAYMENT WILL BE MADE
AND SITE ITEMS SHOWN ON THESE PLANS FOR DEWATERING. ANY DEWATERING OF
WERE COMPILED BASED ON THE BEST EXCAVATIONS REQUIRED IS THE
INFORMATION AVAILABLE, INCLUDING A RESPONSIBILITY OF THE CONTRACTOR AND
COMBINATION OF FIELD SURVEY AND SHALL BE DONE AT NO ADDITIONAL COST TO
RECORD DRAWINGS. THESE LOCATIONS ARE THE OWNER.
NOT CONSIDERED TO BE EXACT OR
COMPLETE. CONTRACTOR SHALL VERIFY 15. THE CONTRACTOR SHALL RECORD AND
THESE LOCATIONS BOTH HORIZONTALLY SUPPLY TO THE ENGINEER THE LOCATION OF
AND VERTICALLY PRIOR TO CONSTRUCTION. ALL UTILITIES CROSSED AND THE NEW
LOCATE WELL AHEAD OF EXCAVATION AND LOCATION AND DEPTH OF ALL RELOCATED
PIPE LAYING OPERATIONS TO ALLOW FOR AND/OR ADJUSTED UTILITIES.
ADJUSTMENT TO PIPE ALIGNMENT AND
ELEVATION AS REQUIRED. NO SEPARATE 16. APPROVAL OF THIS PLAN IS NOT AN
PAYMENT WILL BE MADE FOR FIELD AUTHORIZATION TO GRADE ADJACENT
VERIFICATION OR ADJUSTMENT OF DEPTH AS PROPERTIES. WHEN FIELD CONDITIONS
REQUIRED. WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED
6. IN THE EVENT OF DAMAGE TO EXISTING PROPERTY OWNERS.
UTILITIES, CONTRACTOR SHALL STOP WORK
IMMEDIATELY, TAKE NECESSARY 17. ALL PRECAST CONCRETE SANITARY SEWER
PRECAUTIONS TO PREVENT INJURY OR AND PROCESS MANHOLES SHALL BE
FURTHER DAMAGE, AND NOTIFY PROPER MANUFACTURED WITH A MIC ADMIXTURE
AUTHORITIES. CONTRACTOR SHALL BE PER SPECIFICATION 330561 IN THE UTILITY
RESPONSIBLE FOR RESTORING/REPAIRING STRUCTURES SECTION.
ALL EXISTING STRUCTURES, CONDUITS, OR
OTHER UTILITIES DAMAGED BY 18. IN ADDITION TO THE REQUIREMENTS LISTED
CONTRACTOR'S OPERATIONS AT NO COST TO IN ITEM 5 ON THIS SHEET, CONTRACTOR
OWNER. SHALL BE RESPONSIBLE FOR FIELD
VERIFYING EXISTING PIPING, ELECTRICAL,
7. REMOVAL AND REPLACEMENT OR REPAIR OF ETC. AT THE PLANT SINCE THESE ITEMS
EXISTING UTILITY SERVICES SHALL BE WILL NOT BE LOCATED FROM A STANDARD
COORDINATED WITH APPROPRIATE UTILITY UTILITY LOCATION REQUEST.
COMPANY AT NO ADDITIONAL COST TO THE
OWNER.
8. IT WILL BE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO COORDINATE WITH
POWER AND TELEPHONE COMPANIES FOR
RELOCATING OR STABILIZING ANY EXISTING
POLES WHICH WILL BE DISTURBED BY
CONSTRUCTION. THIS WORK SHALL BE
DONE AT NO COST TO OWNER.
LEGEND
IL
SYMBOLS NEW DEMO EXISTING NEW EXISTING NEW EXISTING ABBREVIATIONS
N 8 TEL PED G
TEMPORARTY SEEDING BUILDING/STRUCTURE 300 3� �1'W��YW� /vvvv� APPROXIMATE WOODLINE EOP EDGE OF PAVEMENT G GAS
N POWER POLE / CONTOUR —
YARD PIPING LOD LIMITS OF DISTURBANCE SS SANITARY SEWER
S
BITUMINOUS PAVEMENT X302.00 302.00 SPOT ELEVATION
SOIL BORING PERMANENT SEEDING " " " " " " " " " " " " X ;� MANHOLE
CONCRETE CURB PROPERTY LINE `-- OHE OVERHEAD ELECTRIC W WATER
cn BENCH MARK 7 7 7 r--�
w AND GUTTER
SF SILT FENCE ssF SUPER SILT FENCE L�j YARD INLET FOC FIBER OPTIC CABLE R PROPERTY LINE
m SEDIMENT LOG/SWALE PROTECTION O A
o o e • . e, CONCRETE PAD/PAVING TPF TREE PROTECTION FENCE CENTER LINE
T FLARED END SECTION LP LIGHT POLE
INLET PROTECTION IP i LOD LIMITS OF DISTURBANCE (F.E.S.)
> m O —x x x— �c�x�k7- —x x x- FENCE UGE UNDERGROUND RECM ROLLED EROSION
W (RESET/NEW) ELECTRIC CONTROL MATTING
_ — 100-YR FLOODPLAIN PP POWER POLE
U CONCRETE SIDEWALK SD — STORM DRAIN LINE
} } EROSION CONTROL BLANKET TOP OF BANK
k k
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U
6
z STABILIZED CONSTRUCTION ENTRANCE/EXIT STORMWATER FLOW
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ENOG N JECT ER: M. PARKER UNION COUNTY DATE: FEBRUARY 2024
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DESIGNED BY: Z. KEMAK O��N CARi HAZEN NO.:
CD
�oFEss, � e D. NORTH CAROLINA GENERAL 30831-070
DRAWN BY: T. BARNES S Isar r CONTRACT NO.:
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Mich el Pad 202 0 .2I I
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CHECKED BY: J. STRUVE FN 1-0 00' HAZEN AND SAWYER GENERAL NOTES AND LEGEND NUMBER:
M W by SINE 9101 SOUTHERN PINE BLVD, SUITE 250 GRASSY BRANCH WRF EXPANSION
o Q IF THIS BAR DOES NOT 0 1/2" 1" F� p P P CHARLOTTE, NORTH CAROLINA 28273
a ❑ MEASURE 1"THEN DRAWING LICENSE NO. : C-0381 C
a� o REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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