SW3230303_Plansheet - Notes_20230803

GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE 9. THE CONTRACTOR SHALL BE RESPONSIBLE
WITH THE TECHNICAL SPECIFICATIONS AND FOR THE REMOVAL AND REPLACEMENT TO
ALL APPLICABLE PERMITS. ORIGINAL OR BETTER CONDITION OF ALL
EXISTING PAVEMENTS, GRAVEL ROADWAYS,
2. THE CONTRACTOR IS SOLELY RESPONSIBLE PIPE CULVERTS, FENCES, AND
FOR SITE SAFETY ASSOCIATED WITH THE MISCELLANEOUS ITEMS WHERE REQUIRED
WORK UNDER THIS PROJECT AND FOR TO COMPLETE THE CONSTRUCTION.
COMPLIANCE WITH ALL FEDERAL, STATE AND
LOCAL HEALTH AND SAFETY LAWS, CODES, 10. ALL HOLES, TRENCHES, AND OTHER
REGULATIONS, AND ORDINANCES HAZARDOUS AREAS SHALL BE ADEQUATELY
INCLUDING BUT NOT LIMITED TO THOSE PROTECTED BY BARRICADES, LIGHTS OR
CURRENTLY MANDATED BY THE OTHER PROTECTIVE DEVICES.
OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA). 11. REMOVAL OF EXCAVATED MATERIALS AND
DAILY CLEANUP OPERATIONS SHALL BE
3. CONTRACTOR SHALL USE ADEQUATE PERFORMED IN COMPLIANCE WITH THE
SHORING METHODS TO ENSURE: SPECIFICATIONS AND TO THE SATISFACTION
OF THE OWNER/ENGINEER.
3.A.COMPLIANCE WITH OSHA REGULATIONS.
12. EXCESS/UNSUITABLE SPOIL TO BE REMOVED
3.13.PROTECTION OF EXISTING PAVEMENT FROM SITE. PRIOR TO BEGINNING
AND ROAD SHOULDERS, STRUCTURES CONSTRUCTION, CONTRACTOR SHALL
AND UTILITIES. SUBMIT THE OFF-SITE SPOIL LOCATIONS TO
BE USED AND PROVIDE DOCUMENTATION OF
3.C.CONSTRUCTION ACTIVITIES ARE PERMITTED EROSION CONTROL MEASURES
CONFINED TO RIGHTS-OF-WAY OR AND ALL OTHER APPLICABLE PERMITS TO BE
EASEMENTS AS INDICATED PROVIDED DURING DISPOSAL OPERATIONS.
CONTRACTORS OFF-SITE SEDIMENT
4. LIMITS OF DISTURBANCE (LOD) SHALL BE AS CONTROL MEASURES MUST BE APPROVED BY
INDICATED ON THE CONTRACT DRAWINGS. NCDEQ PRIOR TO SPOIL DISPOSAL.
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
CONTRACTOR'S OPERATIONS AT NO COST TO
OWNER.
7. REMOVAL AND REPLACEMENT OR REPAIR OF
EXISTING UTILITY SERVICES SHALL BE
COORDINATED WITH APPROPRIATE UTILITY
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
SYMBOLS ABBREVIATIONS
M
NEW DEMO EXISTING NEW EXISTING NEW EXISTING
N 8 TEL PED _ �YYv�rYYv� �vvvv� APPROXIMATE WOODLINE
N TS TEMPORARTY SEEDING BUILDING/STRUCTURE 300 / 30� CONTOUR EOP EDGE OF PAVEMENT G GAS
POWER POLE — YARD PIPING LOD LIMITS OF DISTURBANCE SS SANITARY SEWER
C6 BITUMINOUS PAVEMENT X302.00 302.00 SPOT ELEVATION
SOIL BORING cu S
PERMANENT SEEDING ;�� MANHOLE
cn�, CONCRETE CURB PROPERTY LINE `-- OHE OVERHEAD ELECTRIC W WATER
z BENCH MARK AND GUTTER
af SF SILT FENCE SSF SUPER SILT FENCE ��� ❑ YARD INLET FOC FIBER OPTIC CABLE R PROPERTY LINE
co ^ SEDIMENT LOG/SWALE PROTECTION
e, CONCRETE PAD/PAVING TPF TREE PROTECTION FENCE LP LIGHT POLE CENTER LINE
° FLARED END SECTION
® INLET PROTECTION IP cn —x x x— 1�c�x�k7- —x x x- FENCE LOD LIMITS OF DISTURBANCE (F.E.S.) UGE UNDERGROUND RECM ROLLED EROSION
o (RESET/NEW) — — — ELECTRIC CONTROL MATTING
U
_ EROSION CONTROL BLANKET — 100-YR FLOODPLAIN CONCRETE SIDEWALK SD — STORM DRAIN LINE
PP POWER POLE
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ENGINEER: M. PARKER
DATE: J U LY 2023 �
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DESIGNED BY: L. BENNETT =��OFESS���I��9 NORTH CAROLINA HAZEN NO.: 30831-061 z
GENERAL O
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DRAWN BY: T. BARNES
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