SW6211003_Plansheet - Proposed Conditions/Site Plan_20211019

GENERAL NOTES EXISTING '
/ 1. Property line and right-of-way monuments shall not be disturbed by TREELINE / /
construction. If disturbed, they shall be reset to their original locations
at the Contractor's expense by a Registered Land Surveyor. NIP
2. Proof Roll Building and all parking areas. Notify Owner of any / /O
unacceptable areas.
3. Building dimensions shown on the Civil Engineering Plans are for
reference purposes only, Contractor shall use the Architectural and / / / �O
Structural Plans for exact Building dimensions.
4. All site dimensions are referenced to the back of curb or edge of
paving unless otherwise noted. / /O
5. All sidewalks, curb and gutter, street paving, curb cuts, driveway / 10'x70' SIGHT
approaches, handicap ramps, etc. constructed outside the property line h TRIANGLE
in the right-of-way shall conform to all municipal and/or State O \
specifications and requirements. / 25'TRI SIGHT t�
/ TRLANGLE
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. / 16 J 5 / �/ i
�2� � MANAGEMENT
NT 17 EMENT
NCDOT PAVEMEAREA
/ °
STRIPING LEGEND SECTIONINR/W/ /
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 B55Y3oo ¢� '
STRIPING - SURFACES SHOULD BE CLEAN, DRY. / O 19
PARING LOT TOP COAT SHERWIN WILLIAMS -PRO
MAR TRAFFIC MARKING PAINT YELLOW 111
HANDICAP SURFACES SHOULD BE CLEAN, DRY.
STRIPING - TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT MAR TRAFFIC MARKING PAINT' H.C. / ( 5 5' SIGHT / +
BLUE / / TRIANGLE //
/ / 9
ti o
/ / / 40°
10'x70' SIGHT /%
TRIANGLE
/ O / 15
Rio' �
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15
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14
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R3 4&5
12 11
1 V
9
1&7 13
PRIVATE / / / / 4&5
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UTILITY / �O s
EASEMENT / / / .a :, ° ° ✓\
CURVE TABLE
CURVE LENGTH RADIUS CHORD BEARINJ
C1 424.20' 1669.50' 423.06' N 14°22'3
IMPERVIOUS AREA SUMMARY VICINITY MAP
ON -SITE AREA = 88,000 SF 2.02 AC
BUILDINGS 1o,640 SF 0.24 ACRE(S) 12.09 % OF AREA
PAVEMENT 22,293 SF 0.51 ACRE(S) 25.33 % OF AREA N
SIDEWALK 1,973 SF 0.05 ACRE(S) 2.24 % OF AREA z SITE
TOTAL IMPERVIOUS AREA 34,906 SF o.8o ACRE(S) 39.66 % OF AREA cV�1��Gr z
GREEN/OPEN SPACE 53,094 SF 1.22 ACRE(S) 6o.34 % OF AREA RD how oti�
INCREASE IN IMPERVIOUS AREA: 34,906 SF o.8o ACRE(S)
SOUTH OLD
GRAPHIC SCALE WIRE RD.
0 15 30 6o 120 N
Q�.
1 INCH = 3o FEET
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 HOKE 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
SIGN LEGEND OWNERS.
LEGEND QTY.4• COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
RESERVED 3. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
PARKING RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
BEFORE INSTALLATION.
2
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.
VAN ACCESSIBLE
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY
PREPARED BY TIMMONS GROUP.
\ IJ 2 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 HOKE 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.
CONTROL CORNER
IRONPINSET
NAD 83/2o11 GPS
N' 413,939.14'
E.,1,938,051,75'
i
i
EXISTING /
TREELINE
SIDEWALK /
FLUSH WITH
PAVEMENT10
FO
. ". 4 FO
°�� FO 1o'x7o' SIGHT 5 �/ / "'O TRIANGLE
000
/
5'x25' SIGHT /
18 TRIANGLE
/O O„ 11 / NCDOT PAVEMENTLL
O / SECTION IN R/W
°� 16
MP Aw�s/ " ql'35 �i / .6
/ / / � FC1o'x7o'SIGHT /�1 , na /
PROPOSED / / \ `\\ 5'x5' LANDING / ® ® TRIANGLE V� lie R /
TREELINE / �6 ��� v �O
l ?2s`� ��'r A i � / � i � 5'x25' SIGHT
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Lj� 16 ® / FO TRIANGLE
CPO
O NIP ��i�'
L PROJECTBENCHMARK
FIREHYDRANTFLANGE �O TRAFFIC CONTROL NOTES
BOLTBETWEENU&EIN 1� /
l / l 'MUELLER" FO ° i' / / THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED
EL.=215,13' / i / i / AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
01w i / 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.
i
O ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:oo AM TO 9:oo AM AND FROM 4:00 PM TO 6:oo PM.
SEPTIC AND FO � A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
/ l / J� ��' � , /
REPAIR / / / �� ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS
AREA / / / 0 31 FO , / / POSSIBLE.
Kv
°, DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE
/ 00- / , / 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 io' ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE
EDGE OF AN OPEN TRAVELWAY.
1:12 DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY
YELLOW MAXIMUM IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND
STRIPING SLOPE SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
1 ' DELIVERY DOOR ACCESS MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS
N.T.S. (LATEST EDITION).
\ PI : 294310001411
s NOWORFORMERLY
\ HELENA GARNETT
D.B. 852, PG. 258
rER \ o
ENT aG
y�
2.o2o ACRES \
A PORTION OF
PIN.- 2993woo 1o21 \
WILLISP. RODGERS, JR,
D.B. 29o, PG. 559 \
PROPOSED \
TREELINE \
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 OWNERS
REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH
WORK.
1o. 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
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
OASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE
DETAIL SHEET C-7
O STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
® NCDOT PAVEMENT SECTION
O HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
O BOLLARD - SEE DETAIL SHEET C-8
O CONCRETE LIGHT POLE BASE
O CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O DUMPSTER LAYOUT - SEE DETAIL SHEET C-8
O6'-o" 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
CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.A. REQUIREMENTS)
13 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 EOP & APPROACH PER LOCAL CODES & SPECS.
19 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-7
20 6' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8 (NOT USED)
O PROPOSED PARKING COUNT
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CONSULTANT:
Bowman North Carolina, Ltd.
(Formerly Triangle Site Design, PLLC)
4004 Barrett Drive, Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
FIRM# F-1445
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CAR
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SEAL
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OWNER/DEVELOPER:
RHETSON COMPANIES, INC.
ATTN. ALAN CAGLE
2075 JUNIPER LAKE ROAD
WEST END, NC 27376
[phone]
alan@rhetson,com
This document, together with the
concepts and designs presented
herein, as an instrument of services,
is intended only for the specific
purpose and client for which it was
prepared. Reuse of and improper
reliance on this document without
written authorization and
adaptation by Bowman North
Carolina, Ltd. shall be without
liability to Bowman North Carolina,
Ltd.
0
Drawn
Checked
Rhetson Project# 20138
Project No. 058001
Initial Date: September 20, 2021
Title
SITE PLAN
Sheet NoC-3
Red Springs (Hoke