NCC223020_Site Plan or Location Map_20220831

MATCH EXISTING
PAVEMENT
NCDOT PAVEMENT
SECTION IN R/W
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GENERAL NOTES:
1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY
CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL
LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR.
2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER OF ANY
UNACCEPTABLE AREAS.
3. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR
REFERENCE PURPOSES ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL AND
STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
4. ALL SITE DIMENSIONS ARE REFERENCED TO THE BACK OF CURB OR EDGE OF
PAVING UNLESS OTHERWISE NOTED.
5. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY
APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE
IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE
SPECIFICATIONS AND REQUIREMENTS.
6. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION
OR DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER,
AND TO THE SATISFACTION OF THE CITY OR STATE AUTHORITY.
Know what's below.
Call before you dig.
OF
BEFORE YOU DIG
STOP
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW
10'x70' SIGHT
TRIANGLE
189.52'
N29•- 27"
NAD 83-2011
N: 208,125.80
E: 2,180,655.90
IMPERVIOUS SUMMARY TABLE
ON -SITE AREA = 87,103 SF (2.00 AC)
BUILDINGS
10,640 SF
0.24 ACRE(S)
12.22 % OF AREA
PAVEMENT
21,730 SF
0.50 ACRE(S)
24.95 % OF AREA
SIDEWALK
1,770 SF
0.04 ACRE(S)
2.03 % OF AREA
TOTAL IMPERVIOUS AREA
34,140 SF
0.78 ACRE(S)
39.19 % OF AREA
GREEN/OPEN SPACE
52,963 SF
1.22 ACRE(S)
60.81 % OF AREA
EXISTING IMPERVIOUS AREA
0 SF
0 ACRE(S)
0 % OF AREA
INCREASE IN ON -SITE IMPERVIOUS AREA
34,140 SF
0.78 ACRE(S)
HARRY J. HART, JR.
& MEUSSA S. HART
PIN: 1280.00-17-0797.000
PARCEL 100882
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15FT SIDE SETBACK
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9' 13 PROPERTY LINE
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& MEUSSA S. HART
PIN: 1280.00-17-0797.000
20' 9' 141' PARCEL 100882
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50FT STREET SETBACK
18c7 14
201.95'
N28°00'32"W 1
ium
PK NAIL
N: 207,993.07
E: 2,1880,644.55
ELEV=63.63
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
YELLOW CURBING AND BOLLARDS -
METAL SURFACES FREE OF HEAVY RUST 2
PARKING LOT
COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY YELLOW
B55Y300
SURFACES SHOULD BE CLEAN, DRY. TOP
STRIPING - PARKING LOT
COAT SHERWIN WILLIAMS - PRO MAR
TRAFFIC MARKING PAINT YELLOW
SURFACES SHOULD BE CLEAN, DRY. TOP
HANDICAP STRIPING - PARKING LOT
COAT SHERWIN WILLIAMS - PRO MAR
TRAFFIC MARKING PAINT "H.C." BLUE
^' ►v/A J - INIL, rIIUHVVAY # 211
150' ROW
GENERAL NOTES:
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS,
FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY TOWN OF BOLTON,
COLUMBUS COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL
STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BEFORE INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE
NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY
PREPARED BY McNEILL SURVEYING
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" AND APPLICABLE TOWN OF BOLTON AND COLUMBUS COUNTY CODES AND ORDINANCES.
THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES,
STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING
CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S
REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH
WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES
AS NECESSARY.
11. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING
CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO
THE OWNER.
13. ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK
DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN
FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON
GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL
DRIVE AND BUILDING LOCATIONS AS REQUIRED.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING
CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY
THE CONTRACTOR SHALL NOTIFY THE TOWN OF BOLTON AND COLUMBUS COUNTY UTILITIES FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
18. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL OF ANY
UNACCEPTABLE AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND
UTILITIES AND STORM DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION.
SIGN LEGEND
LEGEND QTY. VICINITY MAP
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1. CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL
SHEET C6.2
2. CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL
REPORT SPECIFICATIONS - SEE DETAIL SHEET C6.2.
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET
C6.2
3. ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL
REPORT SPECIFICATIONS - SEE DETAIL SHEET C6.2
0 STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
4. HANDICAP PARKING SIGN - SEE DETAIL SHEET C6.2
5. BOLLARD - SEE DETAIL SHEET C6.2
6. CONCRETE LIGHT POLE BASE
7. CONCRETE SIDEWALK - SEE DETAIL SHEET C6.2 FOR
SIDEWALKS AROUND BUILDING.
8. DUMPSTER LAYOUT - SEE DETAIL SHEET C6.3
9. 6'-0" LONG CONCRETE WHEEL STOP, PINNED TO
PAVEMENT - SEE DETAIL SHEET C6.2. LOCATE 2'-6"
FROM FACE OF CURB OR SIDEWALK.
TRAFFIC CONTROL NOTES:
10. PYLON SIGN (UNDER SEPARATE PERMIT)
11. 4" WIDE PARKING STRIPE PAINTED YELLOW (TYP)
12. 4" WIDE PARKING DIAGONAL STRIPES
13. CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12
(8.33%) (PER A.D.A. REQUIREMENTS) ANY RAMPS LESS
THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND
CONTRASTING COLOR. SEE DETAIL SHEET C-7.
14. NEW GRASS/LANDSCAPE AREA
15. CONCRETE CURB AND GUTTER - SEE DETAIL SHEET
C6.2 (NOT USED)
16. STOP SIGN - SEE DETAIL SHEET C6.2
17. PAVEMENT MARKINGS - SEE DETAIL SHEET C6.2
18. NEW CURB CUT, MATCH EXISTING EOP & APPROACH
LOCAL CODES & SPECS.
19. (NOT USED)
20. DELIVERY DOOR ACCESS
21. CONCRETE FLUME - REFER TO DETAIL ON SHEET C6.2
(NOT USED)
22. 6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET
C6.2 (NOT USED)
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF
THE NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9:00 AM AND
FROM 4:00 PM TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL
TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE
REINSTALLED AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY
LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT
OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE
PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE
CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE ADJACENT TO THE WORK AREA USING
APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS
PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY
WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED
FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE
THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE
SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADII,
AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO
ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
:T Mon.:11RI
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND
SPECIFICATIONS (LATEST EDITION).
30
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GRAPHIC SC
15 30 60
( IN FEET )
1 inch = 30 ft.
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PLAN STATUS
4/12/22 1ST SUBMISSION
6/21 /22 2ND SUBMISSION
17/12/22 NCDEQ
8/7/22 PER DG REVIEW
DATE
I DESCRIPTION
MEL
RG
XXX
DESIGN
DRAWN
CHKD
SCALE
H: 1" = 30'
V: N/A
OB No.
TSD-058-017
DATE
APR 12, 2022
FILE No.
SHEET C3.0
Cad file name: P:\058-Rhetson Companies\017-DG-Bolton,
gineering Plans
Docum ents\058-017-SIT. dwg