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GENERAL VICINITY MAP
SCALE: 1" = 800'
GENERAL CONSTRUCTION NOTES:
1. THESE PLANS HAVE BEEN PREPARED BASED UPON A FIELD SURVEY COMPLETED BY LEWIS N. COX OF MOUNT AIRY, NC.
HORIZONTAL AND VERTICAL CONTROL IS BASED UPON NORTH CAROLINA COORDINATE SYSTEMS NORTH AMERICAN DATUM
OF 1983 (NC83F).
2. THE EXACT LOCATION AND QUANTITY OF EXISTING UNDERGROUND UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT NORTH CAROLINA 811 AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION AND HAVE
UTILITIES MARKED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY UNDERGROUND
UTILITIES, STRUCTURES, OR OTHER IMPROVEMENTS WITHIN THE LIMITS OF THE PROJECT. SHOULD A PREVIOUSLY
UNKNOWN UNDERGROUND TANK BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE ANY
FURTHER EXCAVATION OR OTHER ACTION IS TAKEN.
3. LINEAR FEET DESIGNATIONS FOR UTILITY LINES ARE BASED UPON HORIZONTAL PLANE SURVEY AND ARE FOR LAYOUT AND
PAYMENT PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE QUANTITY OF MATERIALS
REQUIRED TO CONSTRUCT THE PROPOSED WORK.
4. ALL UNPAVED AND UNGRAVELLED AREAS DISTURBED BY GRADING AND/OR EXCAVATION SHALL BE SEEDED.
5. EXISTING UTILITY LINES SHALL BE KEPT IN SERVICE AT ALL TIMES.
6. ALL AREAS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND PRECLUDE THE PONDING OF WATER. THE
CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURE AS DIRECTED BY THE
ENGINEER AND/OR LOCAL BUILDING OFFICIAL.
7. ALL UTILITY PIPING AND RELATED APPURTENANCES SHALL BE INSTALLED PER MATERIAL MANUFACTURER'S
SPECIFICATIONS. ALL UTILITY LINES SHALL HAVE A MINIMUM OF 36" PIPE COVER.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF BACKFILL OR PAVEMENT FOR A
PERIOD OF ONE (1) YEAR AFTER COMPLETION OF WORK.
9. SHOULD EXISTING DRAINAGE PIPES BECOME SILTED AS A RESULT OF CONSTRUCTION OF THIS PROJECT, IT WILL BE THE
RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CLEAN THE PIPES TO THE SATISFACTION OF THE CITY OF MOUNT
Al RY.
10. THE PROPOSED GRADING PLAN HAS BEEN PREPARED BASED UPON USING A MAXIMUM CUT/ FILL SLOPE OF 2:1. DURING
CONSTRUCTION, IF BEDROCK IS ENCOUNTERED, THE CONTRACTOR MAY UTILIZE STEEPER SLOPES TO REDUCE THE
GRADING AREA, PROVIDED THAT THE STEEPER SLOPE IS CONFIRMED TO BE STABLE BY A GEOTECHNICAL ENGINEER
EMPLOYED BY THE CONTRACTOR.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SITE AND UTILITY CONDITIONS PRIOR TO SUBMITTING
BIDS.
12. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL AND SAFETY
REGULATIONS.
13. THE CONTRACTOR SHALL MARK DRAWINGS AND KEEP A RECORD OF PREVIOUSLY UNKNOWN UTILITIES ENCOUNTERED
DURING CONSTRUCTION, NOTING WORKING SIZE, TYPE, DEPTH, MATERIALS, AND ANY OTHER PERTINENT INFORMATION.
14. ALL DEMOLITION MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL IMMEDIATELY BE PROPERLY
CONTAINERIZED, REMOVED, TRANSPORTED FOR PROPER DISPOSITION. WASTE MATERIALS SHALL BE DISPOSED AT A
PROPERLY PERMITTED DISPOSAL SITE. MATERIALS WITH SALVAGE VALUE MAY BE SOLD BY THE CONTRACTOR. TOPSOIL
IS NOT CONSIDERED DEMOLITION MATERIAL AND SHALL BE USED ON THE PROJECT OR PROVIDED TO OWNER.
15. THE CONTRACTOR SHALL NOT BURN ANY MATERIALS NOR HAVE FIRES ON THE PROJECT SITE AT ANY TIME.
16. THE CONTRACTOR SHALL OBTAIN, AT ITS SOLE EXPENSE, ALL REQUIRED PERMITS.
17. THE CONTRACTOR SHALL KEEP ALL ADJACENT STREETS, SIDEWALKS, ALLEYS, AND OTHER TRAVEL WAYS OPEN AND SAFE
FOR USE BY VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE CONSTRUCTION PERIOD.
18. ANY DAMAGE TO ROADS, STREETS, CURBING, SIDEWALKS, OR OTHER IMPROVEMENTS NOT SHOWN TO BE DEMOLISHED
SHALL BE REPAIRED TO ITS PRE-EXISTING CONDITION OR BETTER AT NO EXPENSE TO THE OWNER.
19. BEFORE STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ANY REQUIRED TEMPORARY OR PERMANENT
CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE AND RECEIVING STREAM, AS APPLICABLE.
20. ALL EXCAVATION AND TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT OCCUPATIONAL, SAFETY,
AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND GUIDELINES. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING ADEQUATE EQUIPMENT AND ASSURING ALL CONSTRUCTION ACTIVITIES ARE IN FULL
COMPLIANCE WITH THE OSHA REGULATIONS.
21. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL REQUIRED TESTING SERVICES.
EARTHWORK/GRADING NOTES:
1. ALL EXCAVATION REQUIRED FOR THIS PROJECT IS UNCLASSIFIED. THERE SHALL BE NO ADDITIONAL PAYMENT FOR
EXCAVATION OF ROCK, UNSUITABLE MATERIAL, FROZEN GROUND, ETC. IF ENCOUNTERED, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO INSPECT THE SITE AND CONDUCT AT HIS/ HER OWN EXPENSE ANY INVESTIGATIONS DEEMED
NECESSARY FOR THE CONTRACTOR TO DETERMINE THE SITE CHARACTERISTICS AND ESTIMATE MATERIAL QUANTITIES
PRIOR TO BIDDING.
2. THESE PLANS INCLUDE A PRIMARY GRADING SITE THAT IS BEING DEVELOPED FOR SELF -STORAGE BUILDINGS AND AN
APPROVED EXCESS SPOIL DISPOSAL SITE. THE SPOIL SITE IS APPROVED FOR DISPOSAL OF ONLY CLEAN SOIL AND/OR ROCK
MATERIAL. ANY TREES, BRUSH, STUMPS, OR OTHER INERT MATERIAL UNSUITABLE FOR COMPACTION SHALL BE DISPOSED
BY THE CONTRACTOR OFF -SITE AT A DEQ APPROVED LOCATION.
3. INSTALL PERIMETER EROSION CONTROL TEMPORARY CONSTRUCTION ENTRANCES AND ALL SEDIMENT TRAPPING
DEVICES PRIOR TO COMMENCING SITE GRADING.
4. COMPLETE ALL NECESSARY DEMOLITION & UTILITY RELOCATIONS.
5. CLEAR / GRUB AND STRIP TOPSOIL FROM ALL AREAS PROPOSED TO BE GRADED.
6. COMPLETE SITE GRADING CUT / FILL OPERATIONS AS REQUIRED. ALL FILL AREAS SHALL BE PLACED IN 8 INCH MAXIMUM
DEPTH LIFTS AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR.
7. THE EROSION AND SEDIMENT CONTROL PLAN PREPARED BY THE ENGINEER FOR THE PROJECT HAS BEEN COMPLETED
ONLY FOR THOSE AREAS AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE THE EROSION CONTROL BOND
REQUIRED BY WASHINGTON COUNTY AND SHALL OBTAIN THE COUNTY'S LAND DISTURBING PERMIT PRIOR TO START OF
CONSTRUCTION.
8. DURING THE COURSE OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENT
CONTROL MEASURES AS REQUIRED TO PROTECT THE SITE AND ADJACENT PROPERTIES.
9. REFER TO STORMWATER AND EROSION CONTROL PLAN SHEETS FOR SPECIFIC PROJECT REQUIREMENTS.
LEGEND
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PROPOSED STORM SEWER LINE
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EXISTING WATER METER
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PROPOSED LIGHT POLE
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EXISTING SEWER CLEANOUT
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PROPOSED POWER POLE
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EXISTING SEWER MANHOLE
PROPOSED MAJOR CONTOUR
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EXISTING STORM SEWER MANHOLE
PROPOSED MINOR CONTOUR
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EXISTING DROP INLET
PROPOSED DROP INLET
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EXISTING FIBER OPTIC MARKER
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PROPOSED FENCE
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EXISTING GAS STRUCTURE
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PROPOSED SPOT ELEVATION
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EXISTING AIR RELEASE VALVE
PROPOSED CONCRETE
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EXISTING GRAVITY SEWER LINE
PROPOSED ASPHALT PAVEMENT
FM FM
EXISTING FORCE MAIN
PROPOSED RIP -RAP
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EXISTING STORM DRAIN
---------------
PROPOSED ROOF DRAIN LEADER
- -
EXISTING PROPERTY LINE
SET
BUILDING SETBACK LINE
- - - - -
EXISTING MAJOR CONTOUR
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LIMITS OF DISTURBANCE
EXISTING MINOR CONTOUR
SURVEY BENCHMARK
-WWWW-
EXISTING WATER LINE
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STREAM
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EXISTING BURIED TELEPHONE CABLE
EXISTING CONCRETE
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EXISTING BURIED FIBER OPTIC CABLE
-x x x x-
EXISTING FENCE
UGE UGE
EXISTING BURIED ELECTRIC
DIRECTIONAL FLOW ARROW
-OHE OHE
EXISTING OVERHEAD ELECTRIC
EXISTING TREELINE
GAS
EXISTING BURIED GAS
EXISTING VEGETATION
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EXISTING GUARDRAIL
EXISTING PAVEMENT
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EXISTING LIGHT POLE
EXISTING GRAVEL ROAD
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EXISTING POWER POLE
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EXISTING GATE VALVE
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EXISTING UTILITY GUY WIRE
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EXISTING WELL
SIGN
EXISTING SIGN POST
EXISTING FIRE HYDRANT
EXISTING TELEPHONE PEDESTAL
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STORMWATER UTILITY NOTES:
1. ALL STORM DRAINAGE STRUCTURES SHALL BE PRECAST REINFORCED CONCRETE UNITS IN COMPLIANCE WITH ALL
APPLICABLE SECTIONS OF THE NCDOT 2018 ROADWAY STANDARD DRAWINGS AND SPECIFICATIONS. ALL STRUCTURES
SHALL HAVE INVERT SHAPING. CONTRACTORS SHALL FIELD ADJUST ALL STORMWATER STRUCTURE ELEVATIONS AS
REQUIRED TO COORDINATE WITH FINAL SITE GRADES.
2. ALL STORM DRAINAGE PIPE IN SIZES 15 AND LARGER SHALL BE CLASS III REINFORCED CONCRETE MATERIAL OR ADS ND12
HDPE PIPE MATERIAL. ALL PIPE MATERIAL FURNISHED AND INSTALLED SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF
THE NCDOT 2018 ROADWAY STANDARD DRAWINGS AND SPECIFICATIONS. PIPE SHALL BE BEDDED AND INSTALLED AS
REQUIRED BY NCDOT AND THE MANUFACTURER. ALL STORMWATER PIPING SHALL HAVE WATERTIGHT JOINTS.
4. ALL ROOF DRAIN LEADERS SHALL BE EITHER PVC SCH 40 MATERIAL WITH SOLVENT WELDED JOINTS, PVC SDR-35 WITH
PUSH -ON GASKETED JOINTS, OR PVC C-900 DR-18 WITH PUSH -ON GASKETED JOINTS. ROOF DRAIN LEADERS SHALL BE SIZED
BY THE BUILDING MANUFACTURER BASED UPON ROOF AREA AND LOCATION OF DOWNSPOUTS.
5. UTILITY PIPE TRENCHES INSTALLED IN PAVED AREAS SHALL BE BACKFILLED FULL DEPTH WITH COMPACTED ABC CRUSHED
STONE.
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021204
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DATE.
14DEC2021
NO.
REVISION DATE
1
08APR2022
2
19APR2022
3
SHEET:
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DRAWN BY
MSA
CHECKED BY
RKH
PROJECT NO.
TLG-21181
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