SW6220203_Plansheet C3.0 - Proposed Conditions_Site Plan_20220225

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EXISTING
TREELINE
1OFT STREET
YARD
S 66'05'10" E 319.53'
S 66'05'10" E 290.00'
TRACT 1
2.841 ACRES
A PORTION OF
PIN: 6941 5000 1009
ROBERT KENETH CURRIE
D.B. 924, PG. 18
P.C. 2-45, MAP 004
TOTAL AREA= 2.841 ACRES
LESS 0.256 ACRES WITHIN
ROAD RIGHT-OF-WAY
2.585 NET ACRES
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IMPERVIOUS SUMMARY TABLE
ON -SITE AREA = 123,745 SF (2.841 AC)
BUILDINGS
10,640 SF
0.24 ACRE(S)
8.60 % OF AREA
PAVEMENT
29,892 SF
0.69 ACRE(S)
24.16 % OF AREA
SIDEWALK
2,392 SF
0.05 ACRE(S)
1.93 % OF AREA
TOTAL IMPERVIOUS AREA
42,924 SF
0.99 ACRE(S)
34.69 % OF AREA
GREEN/OPEN SPACE
80,821 SF
1.86 ACRE(S)
65.31 % OF AREA
EXISTING IMPERVIOUS AREA
0 SF
0 ACRE(S)
0 % OF AREA
INCREASE IN ON -SITE IMPERVIOUS AREA
42,924 SF
0.99 ACRE(S)
PROPOSED OFF -SITE PAVEMENT
15,492 SF
0.36 ACRE(S)
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1. CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C6.4 1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES,
> 5 36' I � FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC
N 2. CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - AS REQUIRED BY HOKE COUNTY AND THE NORTH CAROLINA DEPARTMENT OF
SEE DETAIL SHEET C6.4. EXPANSION AND CONTROL JOINTS - SEE DETAILS TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
1&7 I CN SHEET C6.4 (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND
140' I N DEVICES.
3 ASPHALVEM T PAENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS
DOLLAR GENERAL
STORMWATER
MANAGEMENT
AREA
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NCDOT PA MENT
SECTION I R/W
10 N 66'05'11" W 290.00'
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CC � r�i N 6g°05'11" 317.92'
25FT BUILDING
25'X25' SIGHT SETBACK
PR POSED TRIANGLE
TREELINE
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LINE
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_`10'X70' SIGHT
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NCDOT PAVEMENT
SECTION IN R W
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10'X70' SIGHT
TRIANGLE
25'X25' SIGHT
TRIANGLE
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SEE DETAIL SHEET C6.4
2.
THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY
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0 STANDARD DUTY PAVEMENT
CORNERS DURING CONSTRUCTION.
SIDEWALK FLUSH
WITH PAVEMENT i
® HEAVY DUTY PAVEMENT
3.
APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
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0 NCDOT PAVEMENT SECTION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
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4. HANDICAP PARKING SIGN - SEE DETAIL SHEET C6.4
4.
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5FT BUILDING
I SETBACK
5. BOLLARD - SEE DETAIL SHEET C6.4
5.
NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
TAPER I
6. CONCRETE LIGHT POLE BASE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
PAVEMENT II
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7.
CONCRETE SIDEWALK - SEE DETAIL SHEET C6.4 FOR SIDEWALKS AROUND
6.
ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF
BUILDING.
PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO
THE OUTSIDE FACE OF THE STRUCTURE.
8.
DUMPSTER LAYOUT - SEE DETAIL SHEET C6.5
7.
EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING
9.
6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET
FEATURES FROM A SURVEY PREPARED BY McNEILL SURVEYING.
C6.4. LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
8.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF
10.
PYLON SIGN (UNDER SEPARATE PERMIT)
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND APPLICABLE HOKE
11.
4 WIDE PARKING STRIPE PAINTED YELLOW (TYP)
COUNTY CODES AND ORDINANCES. THE CONTRACTOR SHALL MAINTAIN A CURRENT
EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION
12.
4" WIDE PARKING DIAGONAL STRIPES
AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING
CONSTRUCTION OF THE PROJECT.
13.
CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.A.
REQUIREMENTS) ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE
9.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE
WARNINGS AND CONTRASTING COLOR. SEE DETAIL SHEET C-7.
START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS
14.
NEW GRASS/LANDSCAPE AREA
AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING
15.
CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C6.4 (NOT USED)
WITH WORK.
10.
THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED
16.
STOP SIGN - SEE DETAIL SHEET C6.4
FEATURES TO EXISTING FEATURES AS NECESSARY.
17.
PAVEMENT MARKINGS - SEE DETAIL SHEET C6.4
11.
THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH
TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
18.
NEW CURB CUT, MATCH EXISTING EOP & APPROACH PER LOCAL CODES &
TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING
SPECS.
PAVEMENT.
19.
(NOT USED)
12.
THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY
AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS
20.
DELIVERY DOOR ACCESS
SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
21.
CONCRETE FLUME - REFER TO DETAIL ON SHEET C6.4 (NOT USED)
13.
ALL PAVEMENT JOINTS SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A
DURABLE AND UNIFORM JOINT.
22.
6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C6.4 (NOT USED)
14.
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
GENERAL NOTES:
DIMENSIONS OF TRUCK DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING
DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
1.
PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY
CONSTRUCTION. IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL
15.
ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE
LOCATIONS AT THE CONTRACTOR'S EXPENSE BY A REGISTERED LAND SURVEYOR.
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED.
ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM
2.
PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER OF ANY
TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED
UNACCEPTABLE AREAS.
POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
3.
BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE
16.
CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND
PURPOSES ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL
ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED.
PLANS FOR EXACT BUILDING DIMENSIONS.
17.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
4.
ALL SITE DIMENSIONS ARE REFERENCED TO THE BACK OF CURB OR EDGE OF PAVING
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
UNLESS OTHERWISE NOTED.
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY
THE PUBLIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING
5.
ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY
UTILITIES WITHIN THE PROJECT SITE.
APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN
THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE
18.
PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL
SPECIFICATIONS AND REQUIREMENTS.
OF ANY UNACCEPTABLE AREAS.
6.
ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION
19.
THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION
OR DEMOLITION SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND
(INCLUDING UNDERGROUND UTILITIES AND STORM DRAINAGE) TO OWNER/DOLLAR
TO THE SATISFACTION OF THE CITY OR STATE AUTHORITY.
GENERAL PRIOR TO COMPLETION OF CONSTRUCTION.
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
TRAFFIC CONTROL NOTES:
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
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY
STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND
SPECIFICATIONS (LATEST EDITION).
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DATE
DESCRIPTION
Call before you dig.
RG
RG
DESIGN
DRAWN
CHKD
SCALE
H: 1 " = 30'
V: N/A
GRAPHIC SCALE
OB No.
TSD-058-011
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120
DATE FEBRUARY 9, 2022
FILE No.
( IN FEET )
1 inch = 30 ft.
SHEET C3.0
erinq\Engineerinq Plans\Construction Documents\058-011-SIT.dwq