SW5211201_Plansheet - Proposed Conditions/Site Plan_20220221

NCDOT PAVEMENT
SECTION IN R/W
TBM-CONTROL CORNER
NC GRID
- - - - - - N. 768, 893.28 _
E. 2,24J, 76J. 54 - 7
METAL SPIKE
BASE OF TREE
ELEV=265.0
RIW - - R/W - - - - - R/W - - - RIW _
RAN- OHE - - - - -
- ONE
- OHE
I OHE G
- OHE
10'x70' SIGHT
Co
TRIANGLE I
FERRELLS VOLUNTEER ti
FIRE DEPARTMENT
DB 978, PG 355
PIN: 2746-00-38-6715 I
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SHED PROPANE
TANK
S 843141" E _L
2" IP 148.55'
49, 437 S.F. 1.14 AC.
Z lN: 2746-00-38-7643
00 9555 NC 97 HWY. W. 9,
cn O +
LARRY KENT SANDERS ET AL
DB 3092, PG 658
P/N. 2746-00-38-5609
cv~'n 14
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9'
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12
^^^^^^^^^^^^^^^^
LINDA A. BRADFORD DB
2755, PG 444
PIN.- 2746-00-38-4551
r_L7N_E TAB TE)
LINE LENGTH BEARING
L1 92.73 S 83'36'04" E
L2 73.51 S 80'17'05" E
West JVC
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SEPTIC &�
REPAIR ml xI
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EXISTING TREES
TO MEET BUFFER
REQUIRMENTS
'-REZONING CUBE TABLE
CURVE RADIUS LENGTH BEARING CHORD
RC1 1774.95 24.94 S 76'09'39" E 24.94'
E I LINE In LE
LINE LENGTH BEARING
R1 112.69 S 00°48'55" E
R2 31.21 S 89'08'56" W
LOT 1
261,261 S.F. 6.00 AC.
(TOTAL TO CIL ROAD)
254,778 S.F. 5.85 AC.
(NET OF R/W)
PIN. 2746-00-38-8471
9517 NC 97 HWY. W.
30
0-WERV0US AREA
SUMMART"
ON -SITE AREA = 87,223 SF 2.00AC
AFTER RECOMBINATION
BUILDINGS
10,640
SF 0.24
ACRE(S) 12.20 % OF AREA
PAVEMENT
26,530
SF 0.61
ACRE(S) 30.42 % OF AREA
SIDEWALK
1,720
SF 0.04
ACRE(S) 1.97 % OF AREA
TOTAL IMPERVIOUS AREA
38,890
SF 0.89
ACRE(S) 44.59 % OF AREA
GREEN/OPEN SPACE
48,333
SF 1.11
ACRE(S) 55.41 % OF AREA
EXISTING IMPERVIOUS AREA:
3,350
SF 0.08
ACRE(S)
INCREASE IN IMPERVIOUS AREA:
35,540
SF 0.81
ACRE(S)
GRAPHIC SCALE
0 15 30 60 120
1 INCH = 30 FEET
rFG_N - L E G E N-D-)
LEGEND Q
RESERVED
PARKING
3
1�.
VAN ACCESSIBLE
MOP
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.
LEGEND
YELLOW CURBING SURFACES SHOULD BE CLEAN, DRY AND
AND BOLLARDS - METAL SURFACES FREE OF HEAVY RUST
PARKING LOT 2 COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
STRIPING - SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT YELLOW
HANDICAP SURFACES SHOULD BE CLEAN, DRY.
STRIPING - TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT MAR TRAFFIC MARKING PAINT "H.C."
BLUE
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).
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 WAYNE 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 TIMMONS GROUP.
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 WAYNE 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 PUBLIC UTILITIES DEPARTMENTS 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
KEYNOTES
O1 CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
O2 SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
O3 ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
0 STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
04 HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
O5 BOLLARD - SEE DETAIL SHEET C-8
O CONCRETE LIGHT POLE BASE (NOT USED)
07 CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O8 DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
O6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
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 C-8
16 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
18 NEW CURB CUT, MATCH EXISTING EDP & APPROACH PER LOCAL CODES & SPECS.
19 (NOT USED)
20 DELIVERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8 (NOT USED)
22 6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8 (NOT USED)
O PROPOSED PARKING COUNT
TRIANGLE
SITE DESIGN
........ ......... .........
a Bowman company
CONSULTANT:
Bowman North Carolina, Ltd.
(Formerly Triangle Site Design, PLLC)
4004 Barrett Drive, Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
FIRM# F-1445
SEAL:
OWNER/DEVELOPER:
Glandon Forest Equity, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
\[e-mail]
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
INITIAL DATE:
October 15, 2021
JOB NUMBER:
004220
TITLE:
SITE
PLAN
SHEET NUMBER:
C-3
DG#____-Middlesex (Nash
Co)