SW4131203_Site Plan_20140109

30
GRAPHIC SCALE
60
1 INCH = 30 FEET
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
YELLOW CURBING
METAL SURFACES FREE OF HEAVY RUST
AND BOLLARDS -
2 COATS SHERWIN WILLIAMS - KEM 4000
PARKING LOT
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 855Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILLIAMS
MAR TRAFFIC MARKING PAINT YELLOW
HANDICAP
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT "H.C."
BLUE
BG✓ER CREEK \
SITE
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VICINITY MAP
NOT TO SCALE
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REFER TO SHEET C-12
FOR PROPOSED ROADWAY
IMPROVEMENTS
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NCDOT PAVEMENT
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DB 447, PG 776
PIN: 8862-87-9802 /
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BLOCK/FRAME CONTROL CORNER
N: 877,749.62
f. 1,868,999.01
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FRAME GARAG
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HOUSE
158, J05 S.F.
J.6J AC.
PIN: 8862-87-85JJ
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\ PIN: 8862-97-2867
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GUTTER DOWNSPOUT
AT SIDEWALK (TYR)
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STORMWATER o\ s
MANAGEMENT
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20 TRAN FORMER PAD
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=
CONNECT ROOF DRAINS
TO HEADER PIPE (TYR)
BELMONT BAPTIST
CHURCH
REA FOR PACKAGED REFER TO
AMECHANCAL
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DRAWINGSNFOR ADDITIONAL/
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DB 1JJ, PG
59J
INFORMATION. THE HVAC PAD IS TO BE
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PIN.- 8862-87-7048
CONSTRUCTED OF: 5" 3,000 PSI
CONCRETE ON A 4" COMPACTED AGGREGATE
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BASE ON COMPACTED SUB GRADE. SLAB TO
HAVE REINFORCING AS RECOMMENDED BY
/
THE GEOTECHNICAL CONSULTANT.
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4" x 6" GUTTER
DOWNSPOUT
S 6" IDEWALK
CURB (lYP)�
STEEL PLATE
ElI
N.T.S.
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 TRAFF.0 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 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 WORKMASHIP 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 ALAMANCE COUNTY AND THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTED), 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
I
ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
' 6.
ALL SIT 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 CONDMONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY
NEWCOMB LAND SURVEYORS,
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 ALAMANCE
I
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
I
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
CARDUNA 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 UTIUTY ENTRANCE LOCATIONS.
I 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 MSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING
LOCATIONS AS REQUIRED,
17.
THE CONTRACTOR IS PESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES DURING CONSTRUCTION,
AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE
ALAMANCE COUNTY PUBLIC UTILITIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT
SITE.
1 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
KEY NOTES:
O CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
OCONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
m BECKY J.
HOLT
3 ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
DB 547,
PG 950 SHEET C-7
1 PIN. 8872-07-6833
STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
® NCDOT PAVEMENT SECTION
G HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
G BOLLARD - SEE OETAIL SHEET C-8
PROPOSED
WELL
C) CONCRETE LIGHT POLE BASE
G CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
OB DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
0 6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE Y-6" FROM FACE OF CURB OR SIDEWALK. (NOT USED)
1
'O7 PYLON SIGN (UNDER SEPARATE PERMIT)
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QI A \ 7.84'(PROROSED)
PROPOSED
TREEUNE
_ — — — — --
N88'JJ'14 £ 170.98' EXISTING WELL
7
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KIMBERLY & BRIAN DAIS
SHEILA H BECKOM, HEIRS
DANNY M.r'OLT OB 1128, PG 76 IRREVOCABLE TRUSTDB
DB 1420, PG 591 PIN: 8862-97-1017 OB J101, PG 88J
PIN.- 8862-97-0018 PIN: 8862-97-2018
I I I
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17 4 WIDE PARKING STRIPE PAINTED YELLOW (TYP)
O 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
6
16 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-B
18 NEW CURB CUT, MATCH EXISTING EDP & APPROACH PER LOCAL CODES & SPECS.
19 HVAC SCREEN FENCE - REFER TO DETAIL ON SHEET C-7
20 DELIVERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8
22 6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8
0 PROPOSED PARKING COUNT
TRIANGI
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
CAR0
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SEAL
: 2443414
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2602
919-459-2604 fx
[e-mail]
REVISIONS:
Apprcq �L+T'i *'1t aCaF .G.il1'Fit :i All-s/f;E}2 tir.X
Construcdnn it, _jccordance wiri those documents is
regniredbt the starrrnvater permit North Carolina
rules require that the 9 ovnwater system designer
inspect during construction; certify conformity with th't
plans and specs; and certify compliance with the
Perpit #Sb *1,`3 203 Date/ fA>''__..
byjtJ (,�; sjrg mstonof Di/ncR
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-----
LAYOUT COORD:
MEL
PLANNING MGR.
t%llEL
DRAWING BY:
1ii;L
DATE:
12/12/13
JOB NUMBER:
004063
TITLE:
SITE
PLAN
SHEET NUMBER:
C-3
COMMENTS