SW8120501_APPROVED PLANS_20120511

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 9,11
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

i..'.-? �.'� / 1 __ �32 li_ '1.�.�i�::t:,�„ � �...— �. _-_-.._ .... __ _ .. :i: _ .. .�._ _ � �.. •t :.i.Z:�'..��1 �1 ...`e: i :i5 if..._1.«.�il. �_ t.. _ .1
DEVELOPMENT
. I Par 5 Development Group
2860=13 NC 5 Highway
Aberdeen, North Carolina 28315
l
DOLLAR GENERAL
CIVIL SITE PLANS
MT. MISERY ROAD
LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
T L
NOT RELEASED FOR CONSTRUCTION
STATUS:
92% FINAL DESIGN - REGULATORY REVIEW
DATE: APRIL 19,2012
2
64 RALEIGH
WILSON
ASHEBORO
i 7g
MITHFIELD
e e
SANFORD LILLINGTON
2
GOLDSBORO
BISCOE
DU
1
79
e
o MT.
OdVE
ABERDEEN
FORT BRAGG 2
'
e
1 16 FAYETTEVILLE
74
OCKiNGHAM
CLINTON
g
1
LAURINBURG
70
74
WALLACE
15
LUMBERTON ELIZABETHTOWN
2
sc 74
• .q
I
DARLINGTON
• t'14 76
74
WHITEVILL
EL
76
7e
SITE
ILMINGTON
VICINITY MAP
PLAN INDEX
SHEET
DESCRIPTION
G-01
COVER
G-02
GENERAL NOTES & LEGEND
VX-01
EXISTING CONDITIONS PLAN
CD-01
DEMOLITION PLAN
CS-01
SITE PLAN
CG-01
GRADING AND DRAINAGE PLAN
CU-01
UTILITIES PLAN
EC-01
EROSION CONTROL PLAN
MP-01
ROADWAY WIDENING AND MARKING PLAN
PL-01
PLANTING PLAN
DT-01 THRU DT-06 DETAILS
TC-01 THRU TC-03 TRAFFIC CONTROL PLANS
ISSUED PROJECT PLAN SETS
UATE
TS ATM
REMARKS
3/1 /2012
35% PRELIM DESIGN
CLIENT REVIEW
3/30/2012
90% FINAL DESIGN
REGULATORY REVIEW
4/16/2012
91% FINAL DESIGN
REG. REVIEW —
BRUNSWICK CNTY PLANNING
4/19/2012
92% FINAL DESIGN
REG. REVIEW — NCDOT,
NCDENR—LQS, NCDENR—DWQ,
BRUNSWICK CNTY WTR/SWR
,,'j1{1li /lr•�•r
•S S47..4
APPROVED cep
NORTH CAROLINA ENVIRONMENTAL
lI WGEMENT COMMISSION
DIVISION OF WER QUAU1Y
may 1ti t �1�.
1!�IVlei
MAY
'••ry 11IIi N�t�
O N-W .
(CALL SIGNI
� lei C I lei lFZ S
104 Gillespie Street
Fayetteville, NC 28301
P h : 910.486.0700 Fax: [phone]
www.callsignengineers.com
NC Firm License No. C-3485
a 0
z
W >
O Z
I— CU
z
W U
d
0 cn
W z
o
L o
z
W
J
W
U)
H
2
J
W
z
W
a
J
0
N ❑
U)
z
0!
0
LL
0
z
ffZ��
LU
V
U)
Q
z
LL
N
O� U
0
z
0
❑
00
C7
v
I— I W
= (D
Q
0<
z 2
0 0
W W
00
� o*
(1) U)
WW
W W
W W
z z
cD c9
W W
(D0
J J
0 U
-,- � � e`1+ ; � � ,•� t. +;f � s � .i �..y r.r n.t InT�..•rp[l+�+Irjs�.'r.�rr� ;r:1� � r r.'r,.
R
' t• 1 11111> � � � :- l i E i + + r i s � yfJ �7. py�' �� + 6, 1}11 �! 11'I- t (. ; � y,e r
yey fJ4lii+� 4.�ktii+rl��{�If.:
r

_ �_ i.°1+ ..t'• is+_L•,r t i::.+'�'• 1 ;s:! l'.t �i°i. Y;_ �-� - �1 `�--L__�_,._-i_�;�_?�',its \�:lt'� ::? _i:t.�
PROJECT DESCRIPTION
THIS PROJECT INVOLVES THE SITE DEVELOPMENT OF A 9100 SQUARE -FOOT DOLLAR GENERAL STORE
AND PARKING LOT. THE EXISTING SITE IS CURRENTLY BEST CHARACTERIZED AS A MODERATELY
WOODED RESIDENTIAL PROPERTY WITH GENTLY SLOPING TOPOGRAPHY TO THE SITE EAST.
SITE IMPROVEMENTS WILL INCLUDE THE CONSTRUCTION OF A STEEL BUILDING WITH
PAVED PARKING LOT, LANDSCAPING AND STORMWATER MANAGEMENT FACILITIES,
THE PROJECT WILL ALSO REQUIRE APPROXIMATELY 5,500 SOUARE FEET OF ROADWAY
WIDENING ALONG THE WEST SIDE OF MT. MISERY ROAD.
APPROXIMATELY 1.49 TOTAL ACRES OF EARTH DISTURBANCE AS SHOWN WITHIN THE
LIMITS OF CONSTRUCTION WILL OCCUR (SITE WORK WILL. IMPACT 1.37 ACRESM WHILE ROAD
IMPROVEMENTS WILL IMPACT 0.12 ACRES).
BECAUSE THIS CONSTRUCTION DISTURBS MORE THAN 1 ACRE, EROSION AND SEDIMENTATION
CONTROL AND STORMWATER MANAGEMENT PERMITS ARE REQUIRED FROM NC DENR.
BECAUSE THIS SITE IS WITHIN BRUNSWICK COUNTY, SUBMITTAL AND APPROVAL OF STORMWATER
MANAGEMENT MEASURES WILL ALSO BE REQUIRED.
IMPORT AND/OR EXISTING SELECT MATERIAL FOR BUILDING PADS AND PAVEMENT BASE COURSES
SHALL BE PLACED AND/OR SHAPED AS INDICATED AND SURFACED WITH NEW ASPHALT PAVEMENT,
AND CONCRETE PAVEMENT. ALL OTHER DISTURBED AREAS WILL BE SEEDED/SODDED, LANDSCAPED,
AND VEGETATIVELY STABILIZED AS REOUIRED.
A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED AS REOUIRED AT THE SITE'S
ENTRANCE AS DESCRIBED BELOW. SPOIL MATERIAL FROM THE EXCAVATED AREAS WILL BE REMOVED
AND DISPOSED OF AT AN APPROVED OFF -SITE LOCATION. THE CONTRACTOR SHALL APPLY FOR AND
OBTAIN ALL DISPOSAL PERMITS AS REQUIRED BY LAW.
HARDWARE CLOTH 8 GRAVEL INLET PROTECTION AND TEMPORARY SEDIMENT FENCE MEASURES MILL
BE PLACED WITHIN THE CONSTRUCTION LIMITS AT AND STRATEGIC LOCATIONS TO INHIBIT THE FLOW
OF STORMWATER RUNOFF ONTO THE SITE AND PROHIBIT THE FLOW OF SEDIMENT OFF SITE.
THE AREA SHOWN FOR THE SITE'S STORMWATER BASIN ON ITS EAST SIDE WILL BE USED AS A
SKIMMER SEDIMENT BASIN DURING CONSTRUCTION, AND AFTER THE MAJORITY OF THE SITE HAS BEEN
STABILIZED, WILL LATER BE CONVERTED TO A DRY DETENTION BASIN.
PLANNED SEDIMENTATION AND EROSION CONTROL PRACTICES
1. SEDIMENT FENCE: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND MAINTENANCE AS PER DETAIL(S).
2. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND
MAINTENANCE AS PER DETAIL(S).
3. HARDWARE CLOTH a GRAVEL INLET PROTECTION: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND
MAINTENANCE AS PER DETAIL(S).
4. SKIMMER SEDIMENT BASIN: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND MAINTENANCE AS PER DETAIL(S).
5. ROCK PIPE INLET PROTECTION: DESCRIPTION, CONSTRUCTION SPECIFICATIONS, AND MAINTENANCE
AS PER DETAIL(S).
6. FERTILIZING, SEEDING AND MULCHING: TO BE INSTALLED AS PER TEMPORARY AND PERMANENT SEEDING
SPECIFICATIONS. SEE SEEDING SPECIFICATIONS ON THE CONTRACT DOCUMENTS. REFER ALSO TO
SECTIONS 6.10 AND 6.11 OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
MAINTENANCE: RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION
OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
EXISTING
EROSION CONTROL REGULATION
1. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO THE REQUIREMENTS OF THE
NORTH CAROLINA ACT OF 1973 AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS.
2. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE PROVIDED AS SHOWN ON
THE PLANS OR AS DIRECTED BY THE ENGINEER. TEMPORARY SEDIMENT CONTROL DEVICES MUST
BE INSTALLED TO THE EXTENT POSSIBLE PRIOR TO INITIATION OF GRADING AND EXCAVATION. THE
DEVICES MUST BE MAINTAINED AT A MINIMU11 OF 50% OF THE ORIGINAL SEDIMENT STORAGE CAPACITY
AND MAY NOT BE REMOVED UNTIL THE AREAS THEY SERVE HAVE BEEN STABILIZED.
3. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
4. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
5. ALTHOUGH THE GENERAL STATUTES DESCRIBED IN NOTES 3. AND 4. STILL APPLY, EFFECTIVE
AUGUST 3, 2011, THE NC DIVISION OF WATER QUALITY NPDES GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES (NGC010000) REOUIRES THAT GROUND STABILIZATION OF DITCHES, PERIMETER AREAS, AND
SLOPES 3H:IV OR STEEPER SHALL BE ACHIEVED WITHIN 7 DAYS OF TEMPORARY OR PERMANENT CESSATION
OF LAND DISTURBING ACTIVITIES. GROUND STABILIZATION OF ALL OTHER AREAS SHALL BE ACHIEVED
WITHIN 14 DAYS OF TEMPORARY OR PERMANENT CESSATION OF LAND DISTURBING ACTIVITIES.
MAINTENANCE PLAN
1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED DAILY FOR STABILITY AND OPERATION AND
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM SEDIMENT CAPTURING MEASURES WHEN IT BECOMES ABOUT 0.5 FT DEEP.
SEDIMENT CAPTURING MEASURES WILL BE REPAIRED AS NECESSARY TO MAINTAIN ADEQUATE BARRIERS
AND SEDIMENT STORAGE.
3. ALL UTILITY TRENCHES ARE TO BE PROTECTED FROM WATER INFILTRATION.
4. SPOIL PILES ARE TO BE CONTAINED AT ALL TIMES.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATION COVER. IF SEEDING FAILURE OCCURS,
THOSE AREAS SHALL BE RESEEDED WITH ANNUAL VEGETATION, SUITABLE FOR THE TIME OF YEAR FOR
TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING. SEEDING AND MULCHING WILL BE
IN ACCORDANCE WITH THE ATTACHED SPECIFICATION.
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING
ACTIVITY. INSTALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE ONSET OF ANY
LAND DISTURBING ACTIVITY.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S), ROCK PIPE AND INLET PROTECTION AND SEDIMENT FENCE
AS SHOWN ON DRAWINGS OR AS REQUIRED. CLEAR ONLY AREA REOUIRED TO INSTALL EROSION CONTROL DEVICES.
3. INSTALL SKIMMER SEDIMENT BASIN AS SHOWN ON DRAWINGS OR AS REOUIRED. CLEAR ONLY AREA REQUIRED
TO INSTALL EROSION CONTROL DEVICES.
4, CLEAR AND PERFORM EARTHWORK TO ESTABLISH SUBGRADE FOR THE PLACEMENT OF BUILDING PAD AND
PAVEMENTS. PLACE AND COMPACT SELECT MATERIALS, AND PAVEMENT BASES.
5. CONSTRUCT MATERIALS TO TOP OF FINAL SURFACE COURSE.
6. INSTALL LANDSCAPING VEGETATION, TOPSOIL, SEED OR SOD AND FERTILIZE AREAS TO BE VEGETATIVELY
STABILIZED AS APPROPRIATE AS GRADES ARE ESTABLISHED.
7. MAINTAIN ALL EROSION CONTROL MEASURES AS NEEDED.
8. PROVIDE TEMPORARY OR PERMANENT SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS
TO REMAIN UNDISTURBED FOR MORE THAN 14 DAYS (7 DAYS ON PERIMETER AREAS AND SLOPES 3:1 OR GREATER).
9. CONTRACTOR SHALL INSPECT ALL DEVICES DAILY AND AFTER EVERY RAIN AND SHALL MAINTAIN THE DEVICES
ACCORDING TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. PRIOR TO CONSTRUCTION AND CONVERSION OF SEDIMENT BASIN TO BE USED AS A STORMWATER MANAGEMENT
FACILITY, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF TRAPPED SEDIMENT AND CONFORM TO REQUIREMENTS
UNTIL ESTABLISHMENT OF STABILIZED SURFACES.
11. AFTER DISTURBED AREAS ARE STABILIZED, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DEVICES AND
PROPERLY DISPOSE OF THE TRAPPED SEDIMENT. CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED DURING
THE REMOVAL OPERATION BY PLACENG PERMANENT VEGETATION IN ALL DISTURBED AREAS.
UTILITIES LEGEND
SITE LEGEND I EXISTING
COMMUNICATIONS
CURB 8 GUTTER
CATCHING CURB (88 GUTTER)
n-GO
OHC OVERHEAD CABLE LINE
UGC UNDERGROUND CABLE LINE
T TELEPHONE LINE
FO FIBER OPTIC/TELEPHONE LINE
NATURAL -
PAVEMENTS
G
NATURAL GAS MAIN
PAVEMENT SAWCUT LINE
NATURAL GAS METER
POWER/ELECTRIC
NEW "STANDARD DUTY" ASPHALT PAVEMENT
"
ONE
OVERHEAD ELECTRIC LINE
NEW "HEAVY DUTY" ASPHALT PAVEMENT
UCE
UNDERGROUND ELECTRIC LINE
--UW E
UNKNOWN ELECTIC LINE
NEW "NCDOT" ASPHALT PAVEMENT
PP
POWER POLE
AREA LIGHT/LUMINAIRE
NEW CONCRETE PAVEMENT
.. �. -
SANITARY SEWER
;M;
SS PIPE SS
SITE IMPROVEMENT ® MANHOLE kS
COD CLEANOUT co
BUILDING/STRUCTURE
STORM DRAINAGE
�f SIGNS F ISD STORM PIPE S❑
CB 0 0 Q CATCH BASIN, DROP INLET, 0 IM
T P RAPHY/ RA OPEN -THROAT INLET
STORM MANHOLE OD
-�li GROUND/GRADE CONTOUR (MINOR) 291 STORM OUTLET/ENDWALL
-441- GROUND/GRADE CONTOUR (MAJOR) 291
296.9 WATER
30e.55• SPOT ELEVATION
w WATER MAIN W�----
VEGETATION FIRE HYDRANT ASSM.
TREELINE/WOODSLINE VALVE
O WATER MANHOLE O
STAND ALONE TREE OR BUSH O o WATER METER
TEMPORARY
LOC
SF
EROSION CONTROL LEGEND
LIMITS OF CONSTRUCTION
SEDIMENT FENCE
DIVERSION
DITCH/SWALE
TEMPORARY CONSTRUCTION
ENTRANCE
INLET PROTECTION
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM,
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 6OX DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT STATE INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 70 Pounds/1000 Square Feet or 1.5 Tons/ACRE
FERTILIZER - 850 Ibs/ACRE or 20 Ibs/1000 Square Feet-10-20-20
SUPER PHOSPHATE - 500 Ibs/ACRE - 20% ANALYSIS
MULCH - 4000 Ibs/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION AS REQUIRED.
SOD & SEEDING SCHEDULE:
DATE TYPE KANTING RAT
PERMANENT SOD
Common Bermuda (Cynodon Dactylon)
PERMANENT_ _SEEDING
September 1 - February 28 Soil Red Winter
Wheal (Triticum Spella). NO RYE GRASS
50
Ibs/acre
Common Bermuda
(Cynodon Dactylon), hulled
25
Ibs/acre
Common Bermuda
(Cynodon Dotty Ion ), unhulled
25
Ibs/acre
March 1 - August 31 German (Setario
Italica),
50
Ibs/acre
Brown Top (Selorio
Itollca), or
Fox Tail Millet
(Brachioria Romosum).
50
Ibs/acre
Common Bermuda (Cynodon Dactylon), hulled
April 15 - June 30 Common Bermudogross 30 Ibs/acre
TEMPORARY SEEDING
September 1 - February 28 Soft Red Winter Wheal (Trlticum Spello). NO RYE GRASS 120 Ibs/acre
March I - August 31 German (Setario Itolico), 65 Ibs/acre
Brown Top (Solaria Itolico), or
Fox Toil Millet (Brachioria Ramosum).
STRAW MULCH: 4,000 POUNDS PER ACRE, THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT LARGER
THAN A OUATER, THEN TACKED WITH EMULSIFIED ASPHALT.
*TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12• IN HEIGHT BEFORE MOWING.
ABOVE SEED MIX BASED ON FAYETTEVILLE/FORT BRAGG SEED MIXES. CONSULT THE REGIONAL STATE EROSION CONTROL
OFFICER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS
ARE POSSIBLE.
A ffM, 1 WTN
TABLE OF STANDARD
ABOREVIATIONS
APPX.
APPROXIMATELY
P.G.
PAGE
BLDG.
BUILDING
P.P
POWER POLE
CB
CATCH BASIN
R. RAO.
RADIUS
C&G
CURB & GUTTER
RCP
REINFORCED CONCRETE PIPE
CONC
CONCRETE
REO'D.
REQUIRED
DB
DEED BOOK
R/W
RIGHT-OF-WAY
DIP
DUCTILE IRON PIPE
SO
STORM DRAIN
E
EAST, EASTING
SF
SILT FENCE
EA.
EACH
SO. FT.. SF
SQUARE FEET
EL., ELEV.
ELEVATION
SS
SANITARY SEWER
ELEC.
ELECTRIC
STA.
STATION
EX., EXIST.
EXISTING
STD.
STANDARD
FES
FLARED END SECTION
SW
SIDEWALK
FF
FINISHED FLOOR ELEVATION
TBC
TOP BACK OF CURB
FT.
FOOT. FEET
TEL.
TELEPHONE
HC
HANDICAP
TRANS.
TRANSITION
HYD.
HYDRANT
TYP.
TYPICAL
INV.
INVERT
W/
WITH
L,.F., LF
LINEAR FEET
WV
WATER VALVE
MAX.
MAXIMUM
MH
MANHOLE
MIN,
MINIMUM
MISC.
MISCELLANEOUS
N
NORTH, NORTHING
N/A
NOT APPLICABLE
NO.
NUMBER
EXISTING CONDITIONS SURVEY
SITE COORDINATE CONTROL AND EXISTING CONDITIONS SHOWN
FROM A TOPOGRAPHIC SURVEY OF THE PROPERTY PERFORMED
IN AUGUST 2011 BY:
STEPHEN R. SHEFFIELD 8 ASSOCIATES, P.A.
2233 NORTH PINEHURST STREET
ABERDEEN, NC 28315
GENERAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF LUMBERTON, NC AND THE
THE NORTH CAROLINA DEPARTMENT OF TRANSPORATION UNLESS
OTHERWISE NOTED.
2. UNSUITABLE MATERIALS SHALL NOT BE USED AS FILL AND SHALL BE
DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S
EXPENSE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING AND FEES
FOR DISPOSAL.
GRADING, ROADS, 81 SIDEWALK
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH
BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS ALL MATERIALS
AND CONSTRUCTION METHODS FOR ROADWAYS 8 STORM DRAINAGE
IMPROVEMENTS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARDS 8 SPECIFICATIONS.
3. CONTRACTOR SHALL PLACE AND COMPACT FILL MATERIALS FOR THAT
PORTION OF THE FILL UNDER PARKING AREAS, DRIVEWAYS, CONCRETE
PADS, AND SIDEWALKS, COMPACT TO A DENSITY OF NO LESS THAN 95
PERCENT OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
DETERMINED BY AASHTO METHOD T99. OTHER FILL MATERIAL SHALL BE
COMPACTED TO A DENSITY OF NO LESS THAN 90 PERCENT OF THE MAXIMUM
STANDARD PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD T99.
4. CONTRACTOR SHALL INSTALL ALL MATERIALS FOR BUILDING PADS) IN
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS (BY OTHERS) AND
IN ACCORDANCE WITH APPLICABLE BUILDING CODES.
DRAINAGE
1. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE
AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS
DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO
WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED
TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL
THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER
PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY
OR OTHER CONSTRUCTION.
UTILITIES
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED 8Y.
BY THE ENGINEER. ----_,_�
2. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE
NOTED ON THE PLANS.
3. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES
USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF
THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIR OR REPLACEMENT OF THE PIPE S).
4. THE CONTRACTOR SHALL CONTACT THE LOCATOR AT 811 OR 1-800-632-4949
BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES WHETHER INDICATED ON THE
DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE
OF A REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE VICINITY
OF ANY GAS MAINS.
R5
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
o Aberdeen, NC 28315
O
O
00 Ln
(000E00
qr 8"t
O I
jA
U+]
WUCIO
(nw
~
W
r � N
QO)1_M.A)
CO co (1)
�NUL.CZ
L
4_j0 CW
NZC)
00
O
aF LL
'"' ') r LL 0- Z
o(5� U
SEAL
'rr,rr��rrr�rr.rr
.••' tH CAI?4 '••
4
0 35
. ;;,4..�j j0/
r rrrr u..rr�,
YY • ��O
NOT RELEASED
FOR CONSTRUCT ION
NO.
DATE
DESCRIPTION
s Wpsrnsr r rn t� aobspis odd" Ws Prise Msd
frstn. v an rnier,�..ne or ssr.res. ss rneauaad em7r iar tir +Pserlte
fawom and el IV* for of and
rmirew rafranps an this dad.M++f ■rrnpuf r<IfFan q,If�iSprrpf ab
awrah ill Cali sign E insars. PA Vol to vlfftf
ir410IIIty to Cal Sigh Enginws, PA
I
DATE: APRIL 19. 2012
CSE PROJ. RHT-0010
DRAWN JBR
DESIGNED JBR
KED GAR
MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
GENERAL NOTES
& LEGEND
G=2

EXISTING CONDITIONS PROVIDED BY
BOUNDARY/TREE AND TOPOGRAPHIC
SURVEY FOR:
PAR 5 DEVELOPMENT GROUP
1.28 ACRES
CHARLIE SKIPPER PROPERTY
REFERENCE:
1758 MT. MISERY RD, LELAND NC 28451
NORTHWEST TWP., BRUNSWICK t0., NC
PIN: 2188-11-56-5919
DEED BOOK 1095, PAGE 545
HARNETT COUNTY REGISTER OF DEEDS
ACREAGE DETERMINED BY COORDINATE METHOD.
DATE: FEBRUARY 15, 2012
BY: ECLS, INC.
610 W. CUMBERLAND ST.
DUNN, NC 28334
r
FRED L. OSBORNE
PIN: 2188-11-67-0012
DB 330, PG 795
29--- �
( 1 .3' ABD-VE) �C �i12" EIP
01,
---f2_ ABOVE)
s
11
' 61i
�'29 818, / 8� 184�c
,
C J "
AREA COORDS . 2s'
�.31
LAWRENCE J. 8 � � f
LOUISE L. SAULS \J
PIN: 2188 11-57-7293 O
DB 1314, PG 861 �— B J
24,
CONC BLOCK
FOUNDATION
r
R�
SArD
R
t�
1
r
LAWRENCE J. 8 \
LOUISE L. SAULS
PIN: 2188-11-57-5168 \ \
DB 901, PG 78
PB M, PG 332 \
A R
(TIE)
N 32043102/1 E
wv 3 462.89'
T
w w
R/W
0
J
La Ld
> 7
CONC
R/W MON . (D o N
�34 _
w r —�
1 s�
Arn
O
aD
N W
0
LAWRENCE J. 8
LOUISE L. SAULS
PIN: 2188-11-56-4833
DB 2967, PG 585
O
0
Q0
' R/W R/W
i
1 SUMMERLIN RD SR 1480
(PUBLIC R/W VARIES)
IJ
02111
\ /
8"
�3Q
1 �
1 20
v2h ,
TREE�BRU
sH
L
DWELLING
f
PUMP - \
HOUSE
N
0
r
'p f'Q cn > fLLI
32,043' 02" E
1
4 " C
-� 2� 133�
10" PVC 1
SS sS ss
R/W R/W R/W
RIM ELEV=33.45'
INV. IN=27.95'
INV. OUT=23.45'
R/W
T
ss
T
ss
�T
�s
MT. MISERY RD
SR 1426
(PUBLIC R/W
VARIES)
RIM ELEV=38.52'
INV. OUT=29.62'
TOP ELEV=37.34'
R/W
ECI'VI
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
PARF
DEVELOPMENT
w Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
0
0,00 iO
cO
It Ol
O
ci UM
r r N
o a) L U
�� ca(Z
NNLLC
�U mN
!DZ�CQ}
-CL U
N - cO�NJ
M > OD _ E
0V`
� (D
O M� V
rLLIZ Z
SEAL
EXISTING CONDITIONS
SHOWN ARE BASED ON
A TOPOGRAPHIC SURVEY
AS PERFORMED BY
ECLS, INC.
NOT RELEASED
FOR CONSTRUCT ION
NO. DATE DESCRIPTION
lgwcw ranaaes an Tis mum* wi mr rrn"n:7[jmrae aro
aara, sr can sr� [++Provers. h �wi a.naaw
r r�rrify .a car sr4fIn,Rs. M
DATE: APRIL 19. 2012
CSE PRW. se RHT-0010
DRAWN Jon'
DESIGNED im
CHECKED GAR
PRCU. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
EXISTING
CONDITIONS

'1�_.. L]iI _L: !_� ._._.-._. _.."_.I = V 'T .. 1__'1-_'.__ 2_Y 'z _t...�.L :i_S i'.
A
NOTES:
1. REMOVE AND PROPERLY DISPOSE OF DWELLING, PUMP HOUSE AND ASSOCIATED SERVICES AND APPRURTENANCES:
A. DEMOLISH AND PROPERLY REMOVE BUILDING STRUCTURE AND FOUNDATION. PROPERLY REMOVE AND DISPOSE
OF POTENTIAL HAZARDOUS WASTES IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS.
B. DISCONNECT SEPTIC DRAIN FIELD, PUMP AND HAUL REMAINING SEWAGE AND COLLAPSE OR REMOVE SEPTIC TANK.
IF EXCAVATION OR EARTHWORK REQUIRES REMOVAL OF DRAINFIELD SOILS, COORDINATE PROPER DISPOSAL WITH
COUNTY LANDFILL.
C. DISCONNECT AND REMOVE (AS NECESSARY) ASSOCIATED WATER, GAS ELECTRICAL, TELEPHONE, AND TELEVISION
SERVICES AS APPROPRIATE. COORDINATE WITH APPROPRIATE UTIDTIES AS REQUIRED.
2. CLEAR AND GRUB TREES AND VEGETATION ONLY AS NEEDED TO BUILD NEW SITE IMPROVEMENTS EMBANKMENT,
STORMWATER FACILITIES, UTILITY SERVICES AND LANDSCAPING IMPROVEMENTS. COORDINATE CLEARING AND
PROTECTION OF EXISTING VEGETATION WITH 9ROSION CONTROL PLAN AND PLANTING PLAN.
3. GRIND AND REMOVE EXISTING PAVEMENT MARKINGS AS REQUIRED TO INSTALL NEW PAVEMENT MARKINGS IN
ACCORDANCE WITH ROADWAY MARKING PLAN (MP-01). COORDINATE APPROVAL OF WORK SCHEDULE WITHIN
EXISTING RIGHT-OF-WAY WITH NCDOT.
IM
NA
A
CONC
(TIE) RAW MON
N 3 2° 4 3` 0 2" E GRIND/REMOVE EXISTING
4 2 . 8 9- ROADWAY MARKINGS, NOTE 3. --�
Wv
T T T W T W
w w —
R/W
R/W
R�
SHED
EXISTING TREE
TO REMAIN
J
ww
Q H
(3o
10" PVC
ss ss ss
R/W R/W R/W
RIM ELEV=33.45`
INV. IN=27_95'
INV. OUT=23.45'
1811
� 18" 18"
18 1 8' 18' 1 $'�'
EXISTING TREES
TO REMAIN
MIN
5
1$
REMOVE EXISTING
TREES
CONC BLOCK to
FOUNDATION REMOVE CONCRETE
I:T BLOCK FOUNDATION
UNLESS OTHERWISE NOTATED
REMOVE EXISTING VEGETATION
TO CONSTRUCT SITE IMPROVEMENTS
REMOVE DWELLING,
NOTE 1 REMOVE P
AND PR L )
EXISTING L
PUMP
DWELLING HOUSE
21 rl
REMOVE
V) EXISTING inH a� TREE Q9 o �©
20'/ CM� GV All C P
w w
� T
e✓ �
REMOVE EXISTING j
20,10 CMP CULVERTS
T
ss T ss r s
MT. MISERY RD SR 1426
(PUBLIC R/W VARIES)
L
W
W
9
0
9
N
R/Vi,'
RLIN RD SR 1460
3LIC R/W VARIES)
—cL_
RIM ELEV=38.52'
INV. OUT=29.62'
I
t�
PA
R5
I DEVELOPMENT I
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
Z�
W
ow
jz1
d2
LI@
O
W
co
LO
coo
O 00
0't
o
UM
o
m 00
�NLLCZ
ujiU
m�
vZ�c(D
�DvVE
LL
oM-*
U
U_ oL
Z
SEAL
R1W C�fy
•�: ass" ;
4
r
ql
ACT RELEASED
FOR COONS TRUC T ION
NO. DATE DESCRIPTION
• 11
w w
v =mop=
TOP ELEV=37.34'
II/•silk ds an MOW~ OF svVia. Is INNIsM UnI7 fW eels pCi*ic
issrplsr rSIIvm on Ins OucusMM Wtnast writ*" gl41pPIlWlcn &W
asoptlOn M C411 Sign Crplrysrs. M yfsl I to wheal
11011 It7 tp COI i sign GgInM•i. Pa
DATE: APR IL 19, 2012
CSE PROD. is RNT_0010
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD. vGR. GAR
MT. MISERY RD.
- LELAND7 NC
OLLAR GENERAL
MAY ItROJECT STATUS
;v._ W 92% FINAL DESIGN
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
DEMOLITION PLAN
C D-01
�L_ ,_ - ._ � r " :I �'. T^rl .�T—_ _'_' � - _ —•�• �1 �.t � �ti� � j"x��'r�.� i�����:� �-'�r®R i�,t 'F I��,�T�°'1'.•`7.i ._, r'',�ii' ,�1'•.

12.
PLAN NOTES:
I. COORDINATE SITE WORK WITH OTHER ASSOCIATED WORK AS SHOWN ON THE
DEMOLITION (CD-01), GRADING PLAN (CG-01), UTILITY PLAN (CU-01), ROADWAY WIDENING
AND MARKING PLAN (MP-01), EROSION CONTROL PLAN (EC-01), PLANTING PLAN (PL-01),
AND CONSTRUCTION SEQUENCE (G-02).
2. SITE GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS
OF CONSTRUCTION AS SHOWN ON THE EROSION CONTROL PLAN (EC-01).
- 3, SEE ROADWAY WIDENING AND MARKING PLAN (MP-01) FOR ROADWAY IMPROVEMENTS.
�,
R
SITE NOTES:
A. STORE DAYS AND HOURS OF OPERATION: SUNDAY THROUGH SATURDAY, 8 AM UNTIL 9 PM.
✓iR
n
( JI
N 32°
WV 4 6
T T
w w
0
0
W
FRED L. OSBORNE
PIN: 2188-11-67-0012
DB 330, PG 795
3/4" EIP
18-(1.3' ABOVE) 1/2" EIP
11 R S 34 ° 05 ' 1 411 W 158. 14 ' (2.5' ABOVE)
to
18' IL 6, BLDG 18 ig" I
SETBACK 23 + 511
1 .28 AC .
'+ AREA BY COORDS. I
LAWRENCE J. 8 101 BLS, i I Q
LOUISE L. SAULS
SETBACK �-
PIN: 2188-11-57-7293 (D
DB 1314, PG 861 ��€ 18'x26.5' CONCRETE ~
24' DUMPSTER PAD I
+ + O 3.5' HT. WOOD NCE (PAINTED TO MATCH
I ; __N BLACK is I I� ($Ix48NGMIN�RWITHC EQwIDEEGAT SCREEN
6' HT. WOOD FENCE (PAINTED TO MATCH
BUILDING) FOR DUMPSTER ENCLOSURE
SCREEN (16'03' MIN.)
LAWRENCE J. 8
LOUISE L. SAULS
PIN: 2188-11-57-5168
DB 9011 PG 78
PB M, PG 332
RAISED EDGE
ASPHALT CURB
SHED era
W
0
STANDARD DUTY rc)
ASPHALT PAVEMENT
O
WHEEL STOP,
RETAINING WALL
(SEE GRADING PLAN)
46 TOTAL
PARKING
STALLS
LIGHTED PYLON SIGN
WITH UNDERGROUND
ELECTRIC —�i►�
_j oo°2
� >
CONC a
R/W MON . a N 32 ° 4 3 ' 0211 E.
�' —4 1 f�G I i
TRIANGLE
I
1 0" PVC
ss ss ss
R/W R/W R/W R/W R/W
RIM ELEV=33.45'
INV. IN=27.95'
INV. OUT-23.45'
--- w
T
TRIANGLE
T T
ss T ss
MT. MISERY RD SR 1426
(PUBLIC R/W VARIES)
LAWRENCE J. 8
LOUISE L. SAULS
PIN: 2188-11-56-4833
DB 2967, PG 585
STANDARD DUTY
ASPHALT PAVEMENT
—STANDARD DUTY
ASPHALT PAVEM
� I
�W
R/W
SUMMERLIN RD SR 1460
(PUBLIC RAW VARIEu)
w
__�T ..
W�
.00,00 www�
r',
RIM ELEV638.52` F F.IVE
INV. OUT7:23.62'Pit
13v_
TOP ELEV=37.34'
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
AS SHOWN
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
o
o
rn
00 1[)
co CO
'T 009T
U�
r"ciNU
O �
#'ono jai°
NNU. cZ
n o
Z
NoCU
t0 .N J
(DoV�
r LL
Q}
O
LL a Z
�/�
(nW
j
�A
V�
z(Dq(uE
SEAL
.•• H CARq •.,
OQZ I '
? : sSS 4 ;
,,"o�►fs C
B a••�
Ai`qi
AAOT RELEASED
FOR CONS TRUC T ION
NO.
DATE
DESCRIPTION
ThF s MW1apalllr ■ th 111a oaloq►a aW �premnW
111rs,n. os an tek;ft o1 1es.:s InWM4 am we 1iC
WOW lr iPwom � an mrysm sAaC71�* l� F r1Z 0u1nC. ImplOn Wd
,ft-Icn by cell slgn Engle ws. h �1a11 to vt�hplr
Iraallrar f,l (pll Sm r= P,
'
DATE: APRIL 19. 2012
CSE PROD. :e RHT_0010
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROJ. VGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
SITE PLAN
C S-0 11
z _L,17. I.t.,L �i. illy:
I "�.r' i �� li•,y. .s�i. �l �� r .! tr '� ha �-I 1 ..: rr�..p.t :"R �11N 1r.�� l`hly4lii1 ��CGS'iT, 'l}t t. �tihi`.

24"0 RCP OUTLET PIPE CONC. TOP SLAB WITH
_-:..?z_L_1
6" THICK TO RIPRAP DISSIPATOR MANHOLE ACCESS LID
INV. OUT = 30.0 RIM ELEV. = 33.0
SPLITTER WALL
TOP ELEV. = 32.1
k"
'N
APPX FCs
18"0 RCP PIPE
:�
_ :: , , :
= 33.0
INV. IN = 30.75k
MANHOLE
ACCESS,
`•,
NOTE 3
,�
6"0 PVC ROOF
S
DRAIN PIPE
.
: i•::�:-. ;:,;: ,:
INV I N . = 31 •2 �"
.
,• :.
71x7' SO.x 12" THICK
18"0 RCP SPLIT FLOW CONC, BOTTOM
SLAB
PIPE TO BASIN. 5'x5' SO. CONCRETE BOX
INV. OUT = 30.65 (INTERIOR DIM.)SIDE
NOTES:
1. NCDOT STD. DRAWING 840.32 SHALL BE USED FOR ALL OTHER DIMENSIONS.
DIMENSION 'H' IN STD. DRAWING CAN VARY BASED ON SITE CONDITIONS.
2. ALL PIPING CONNECTIONS TO THE STRUCTURE SHALL USE HYDROPHILLIC
WATER STOPS, AND SEALED WITH NON -SHRINKING GROUT.
3. PLACE MANHOLE ACCESS ON THE SIDE OF SPLITTER WALL AS SHOWN
FOR EASE
OF MAINTENANCE.
STORM DRAIN SPLITTER BOX DETAIL
NOT TO SCALE
4' 11.6'
4'
12" THICK p5
"B" 'L
CLASS
RIPRAP 19.6'
— c�
— — — —
_,-
:ti 29.0
ti
/Q
:--F!
-
-
•�
i' r0CLASS "B"
tl /
•x • . • .�
• � y-rtl�` •i
BOTTOM DIMS.
L�+•,r'
,•:V.
,
VARIES
1 ,•
�••" jMATCH
EX.
/X�.
,y:�•
.
. _(APPX
.
, -
;.• .:
FILTER�r
D 0
t
114VERT PER 12" THICK
l -
FABI
FABRIC�.
• 30
rli� ,�,�.,
■f -
RIPRAP
12"
THICK
ELAN
w wwiw , wA,w
SECTION Y-Y
NOT TO SCALE
36
35
34
33
32
31
30
29
28
27
26
BASIN SECTION A -A
NOT TO SCALE
�5-
BASIN SECTION B-B
NOT TO SCALE
3�
WV
W T
T
R/W
SS
R/W
r
/� R��,ppRAP DI55,LPJaT.OF�
E
�Zg �
18'
INV. OUT
= 28.5—�
APPX. 64 LF
24"0 RCP
STORM DRAIN
SPLITTER BOX.
SEE DETAIL.
84 90• ELBOW
Rff-DRAIN
INV.=31.3 ---,
APPX.
98 LF
18"0
RCP
CONC.
DRO1
INLET)
GRATE
EL.
= 33.6
INV.
OUT
CONC. DROP INLET
GRATE EL. = 33.7
INV. OUT = 31.4-
:. LF
18"0 RCP
= FOREBAY - (T2"`-TH3C-K
W/FILTER FABRIC). SEI
�RIPRAP
L~ _ ,,
MT. MISERY RD SR 1425
(PUBLIC R/W VARIES)
6" LAYER OF
CLEAN SAND FROM
ELEV. 30.0 TO 30.5
ROOF -DRAIN
INV.:32.6 (CO)
1
NOTES:
1. COORDINATE GRADING WITH OTHER WORK AS SHOWN ON THE SITE PLAN (CS-01),
GRADING PLAN (CG-01), EROSION CONTROL PLAN (EC-01), AND CONSTRUCTION
SEQUENCE (G-02).
2. CONVERT SKIMMER SEDIMENT BASIN TO STORMWATER INFILTRATION BASIN
ONLY AFTER STABILIZATION OF THE MAJORITY OF THE SITE. BEFORE
CONVERTING TO PERMANENT BASIN, REMOVE AND PROPERLY DISPOSE OF
SEDIMENT ACCUMULATED FROM EROSION CONTROL PRACTICES AND EXCAVATE
BOTTOM OF BASIN TO ELEVATION 30.0, BACKFILL WITH SAND AS SHOWN ON
THIS PLAN AND DETAILS TO ELEVATION 30.5. REPAIR GRASSED AREAS AS
REQUIRED AND SOD GRASS FILTER STRIP FOR FINAL STABILIZATION.
3. SITE GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS OF
CONSTRUCTION AS SHOWN ON THE EROSION CONTROL PLAN (EC-01).
4. UNLESS OTHERWISE NOTED SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF PAVEMENTS OR h NISHED GROUND.
5. SPOT ELEVATION ABBREVIATIONS:
FFE = FINISHED FLOOR ELEVATION (TOP OF BLDG FINISHED FLOOR SLAB)
FG = FINISHED GRADE (ASPHALT PAVEMENT OR FINISHED GRADE OF
PROPOSED GROUND
TSW = TOP OF SIDEWALK
TBC = TOP BACK OF CURB
6. VEGETATIVELY STABILIZE SLOPES 3:1 (OR GREATER) WITH SOD. PLACE AND
STABILIZE DIVERSIONS AS INDICATED ON THE EROSION CONTROL PLAN.
OTHER DISTURBED AREAS SHALL BE STABILIZED WITH SOD OR SEEDING
(WITH THE EXCEPTION OF AREAS DENOTED FOR PAVEMENTS, BUILDINGS, ETC).
TO
LTRATION
e
F
R/W
SUMMERLIN RD SR 1460
(PUBLIC R/W VARIES)
9
RIW
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
PARS
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
O
O
co LID
cD C 00
00
C
Irl _O 1
C) To
M m
a)N� �Z
L
' 0 c U)
TZ�cU_
.N N W .0 J
_ W6V-
�
N ' LL
o M-E U
,r U_ a. Z
SEAL
`A �+
NOT RELEASED
FOR CONS TRUC T IOM
NO. I DATE I DESCRIPTION
.1
nlnsn an! Cwwwltlnt far d►t n ticlkt�+a! erl0/r•d.Irwaroad t d o+no 0�tft!
lmra�Plr r•11•np! an tnq f� uss. ritna,tt wW[1= antAo rzolan a,!
ml Ian pr C•11 St9n E�ptnlr•!. Pi v*l l a dthmit
ll�tl ify b Cglt St9n Erg1rdws. PA
DATE: ezo+� APR I L 19, 2012
CSE PROD. +i RHT_0010
DRAWN JOR
DESIGNED JSR
CHECKED GAR
PRO.. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
GRADING AND
DRAINAGE PLAN
CG-01
�, r { °-�s_ i , -. ," rs i�•� 'i - ! ��, ;,li r,�, 'r •p,k„isj:iiE'fi:�iaa .1i,;'iS..e,l,'a..
tr ,t. a. r7- t ,i s .. l,. r� Y r .., r, .i• i r i nr .f, .�. p.

NOTES:
1. ALL WATER AND SEWER SERVICE MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE
WITH BRWS 1-12GO STANDARDS AND SPECIFICATIONS,
2. BRWS WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING WATER SERVICE TAP
CONNECTION, AND SERVICE LINE UP TO THE WATER METER SET. WATER METER SET
AND BACKFLOW PREVENTER SHALL BE PROVIDED AND INSTALLED BY PAR 5 DEVELOPMENT'S
QUALIFIED GENERAL CONTRACTOR, WATER METER SET AND BACKFLOW PREVENTER MODEL,
MATERIAL, AND INSTALLATION SHALL BE IN ACCORDANCE WITH BRWS STANDARDS.
3. DO NOT PLACE WATER METER SETS OR BACKFLOW PREVENTERS WITHIN DITCH LINES OR ON
EMBANKMENT SIDE SLOPES. ENSURE ADEQUATE LAYING DEPTHS OF SERVICE LINES BELOW
EXISTING AND PROPOSED DRAINAGE DITCHES AS NECESSARY. COORDINATE WITH GRADING PLAN.
4. SEWER SERVICE FROM THIS FACILITY TO THE EXISTING SEWER MAIN WILL BE VIA A 44 (GRAVITY
FLOW) SANITARY SEWER SERVICE. BRWS WILL BE RESPONSIBLE FOR PROVIDING AND INSTALLING
THE TRENCHLESS INSTALLATION OF SANITARY SEWER SERVICE (GRAVITY) LINE FROM THE CLEANOUT
NEAREST THE RIGHT OF WAY, ACROSS NCDOT ROADWAY AND MAKING THE SEWER TAP CONNECTION.
5. COORDINATE UTILITY INSTALLATION WORK WITH OTHER WORK AS SHOWN ON THE SITE PLAN (CS-01),
GRADING PLAN (CG-01), EROSION CONTROL PLAN (EC-01), AND CONSTRUCTION SEQUENCE (G-02).
6. ELECTRICAL WORK RELATED TO UTILITY INSTALLATIONS ARE BY OTHERS AND NOT INCLUDED ON
THESE PLANS. COORDINATE ELECTRICAL WORK WITH BUILDING PLANS.
7. SITE, GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION AS SHOWN
ON THE EROSION CONTROL PLAN (EC-01).
EXI
EM
{TIE)
N 32043'02'' E
WV 462.891 �-
T T
W W
+
R/W R/W
R1W
A
0
CONC
R/W MON.,
T
R/W
RIM ELEV=33.45'
INV. IN=27.95'
INV. OUT=23.45'
R e
00
(D 1�N 32043' 02_" E
e
441
DRAINAGE ACCESS
EASE'AI--—---410
—
MT . MISER., RD SR 1 426
(PUBLIC R/W VARIES)
SANITARY SEWER
CONNECTION
APPX.INV. = 29.2t
I
9
FOR CONTINUATIONLUMBING WITTHIN
5' OF AND INTO BUILDING.
R/W
1" SDR-9 PE (CTS)
DOMESTIC WATER
SERVICE LINE
SUMMERLIN RD SR 14 F-,-`
(PUBLIC R/W �fARIES
STUB -OUT FOR IRRIGATION
-%" RPZ APPROVED BACKFLOW
PREVENTER IN APPROVED
ENCLOSURE (FOR IRRIGATION
SERVICE) NOTE 2).
" WATE METER SET IN
APPROV NCLOSURE (FOR
IRRIG�4 I0� SERVICE) (NOTE 2).
F
W___--
BRWS STOPS WORK PRIOR -'---
TO WATER METER (NOTE 2).
H 1 " WATER SERVICE
0 (2) SEPARATE METER
(ONE FOR DOMESTIC AND
OR IRRIGATION) (NOTE 2).
RIM ELEV=38.=_2'
INV, OUT=29,-
TOP ELE /=37. 34 '
EIV
:", ff 2 8121
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
AS SHOWN
R5
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
Q
0
0)
o LO
°
p Um
CD eu
*�0M0 W°
�NLL cZ
(/5 U c 0
o c
vz�cU
I= C �N —j
= (DvwE
U
O M -i� U
LL 0- z
Z
0
,,ii,,o
W
Lo
UNN
SEAL
.•�` H CARS'••,
• SS� '
•�'
ik
�t l
AAOT RELEASED
FOR CONSTRUCT ION
NO.
DATE
DESCRIPTION
: tapatlrr lh 00 Cp1C�Fa Vw '.a p'aM�tadl
twain. di m fllaMyynf pf arriq. fa In hml ml77 Ia f� Mire
prmp am cltdlt f0• MIM It on wamoO. 11[uSa 1M Wd
I�raNr r*"" Cn 11 WthOtt rltt� pptwlsptitn Qtl
paoptlo� tly CC:I Slgn [ lrrr•a. M �tll l a without
i )loll ity tp {pl l st [iglgara. Pa
DATE: APR1L 19. 2012
CSE PRDJ. SW RHT-0010
DRAWN JOR
DESIGNED JBR
CHECKED GAR
PRDJ. WA. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
UTILITY PLAN
C U-01
•' t._- , } __. �..T. +-}� T ._,� .zr� Y r:r �._ :.� fi f5i ,�,. M' i :-fr r- �� `y-I, -I- ---I, —
,ih.I�fd:��It�►1'i1+'L.Si9 I�A.i�•�
t.... �r .i .+.+..'. 1 �r.....• t .�. �.+,a... � L',.{�:;R'•1 pis � r�.+_ _. }, .•r+

��- -- -- --_- - .1 •.�-.lY..S_�__.i _.. _...��__-..___"—_--__y ___�'.:L l _.� .'."i.i�=:i�i�. �_1.:, :�1 ����.�.}�___. _.__.Rr�-1.'al:iw v1!.:.:k.l i.S �: l_-- --_.. _
NOTES:
1. COORDINATE INSTALLATION OF EROSION CONTROL MEASURES WITH OTHER WORK AS
SHOWN ON THE SITE PLAN (CS-01), GRADING PLAN (CG-01), UTILITY PLAN (CU-01),
AND CONSTRUCTION SEQUENCE (G-02).
2. SITE, GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION
AS SHOWN ON THIS EROSION CONTROL PLAN (EC-01).
3. NOTE: G.S. 113A-57
NO LAND -DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE UNDERTAKEN
EXCEPT IN ACCORDANCE WITH THE FOLLOWING MANDATORY REQUIREMENTS:
(1) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN
15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE
COMPLETION OF CONSTRUCTION OR DEVELOPMENT (FINAL GRADE).
(2) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN
14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES GREATER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 7 CALENDAR DAYS.
GROUND STABILIZATION *
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HOW) ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH.
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HOW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON WEATHER OR OTHER SITE SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE" (SECTION II. 8(2)(b))
M
EDGE OF EXISTING
ROADWAY PAVEMENT, TYP.
3
WV
T
_W W
l � —
"BEGIN ROADWAY
WIDENING
R/W R/W
USE 6" SCH. 40 PVC OUTLET PIPE WITH FAIRCLOTH SKIMMER
ATTACHED BY REDUCER TO PIPE END WITHIN THE SKIMMER BASIN
FOR DRAWDOWN WHEN BASIN IS USED AS A SEDIMENT BASIN
DURING CONSTRUCTION. ORIFICE SIZE = 1-1/4"
............
z
:i
p. p
7-DAY GROUND STABILIZATION
REQUIRED. SEE NOTE 3.� 1'
CONFIGURE AND INSTALL 3 BAFFLES TO PROVIDE
ZONE AREAS SPACED AS FOLLOWS:
INLET SIDE = 35% OF TOTAL AREA = 80' x 10.5'
1ST ZONE = 25% OF TOTAL AREA = 80' x 7.5'--
2ND ZONE = 25% OF TOTAL AREA = 80, x 7.5'
OUTLET ZONE = 15% OF TOTAL AREA = 80' x 4.5'
_E_
SEDIMENT FENCE, AS REQ'D., \
ALONG PROPERTY LINE
1 � YY • ::
V �4w
SEDIMENT FENCE,
AS REQUIRED, TYP. =
—34
32
�w
SS
R/W R/W
ROADWAY WIDENING
(SEE SECTION, SHEET DT-01)
SS
\L \`
R/W
33
............. R
B
RMK`PSrP INLET
PROTECTION
SKIMMER SEDIMENT BASIN CALCS
TOTAL DRAINAGE AREA TO BASIN =
1.15 AC
010 =
7.38 CFS
MIN. VOLUME = 1600 CF/ACRE =
2,070 CF
VOLUME PROVIDED =
41800 CF
MIN. SURFACE AREA = 325 SF/PER CFS 010 =
2,399 SF
SURFACE AREA PROVIDED =
2,400 SF
MIN. DEPTH =
2.0 FEET
DRAWDOWN METHOD =
SKIMMER
DRAWDOWN TIME REQ'D =
2 - 3 DAYS
SKIMMER ORIFICE DIA. =
1-1/4"
SKIMMER BASIN DRAWDOWN =
2 - 3 DAYS
BAFFLES REQUIRED =
3
UPON STABILIZATION OF EMBANKMENT SLOPES,
COMPLETE FIN EXCAVATION OF STORM BASIN
DURING CONVER I N OF SEDIMENT BASIN TO
\ INFILTRATION BA . CONSTRUCT TO FINAL
GRADES AS SHOWN GRADING PLAN.
=r W i
SEDIMENT FENC
CONSTRUCTION RARY AS REQUIRED,
ENTRANCE, TYP. � LIMITS OF Q
' CONSTRUCTIONJTYP�.g
SS
MT. MISERY RD SR 1426
(PUBLIC R/W VARIES)
RECTANGULAR SKIMMER SED%NTOBASIN WITH BAFFLES
DEPTH = 2.0 FT.
DIMENSIONS AT ELEV. 32.5W x 90'L
DIMENSIONS AT ELEV. 30.5'� x 80'L
SEDIMENT FENCE, AS REQ'D.,
ALONG PROPERTY LINE
F
7-DAY GROUND STABILIZATION
REQUIRED. SEE NOTE 3.
R/W
R/W
SEDIMENT FENCE,
AS REQUIRED, TYP.
LIMITS OF
CONSTRUCTION, TYP.
SUMMERLIN RD SR4gC�
(PUBLIC R/W VARIES)
�G
7- AY GOUND STABILIZATION
RE IRE . SEE NOTE 3.
R/W
r
/ W W
• . 0 1
END ROADWAY �� '. 1��
WIDENING
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
DEVELOPMENT
z Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
v
O
O
00 LID
�
'T 0O'T
' UM
r- N
oc�v
4-J ce) W 6
OD ca (D
�NLLcZ
L
�vcN
(DZooCU
•a 69 •o.-
tA - ((A J
fn -W= vi cu E
0
o c5 ­ U
r- LL tl Z
W!
W
z
W$�
SEAL
+,,..1644180.....
• ZH CAR •.
i� : LESS 4=
r�
B. Vt
Rl%4 ry
NOT RELEASED
FOR COONS TRUCTION
NO.
DATE
DESCRIPTION
-
II
lhls . iQ�lllr m so cc cc's aYY sn qr� 0�'MaMss
woos. aY a1 InafY•YYYMnf OF la. Is ;YES Y1n1 fp• My s9�C1flc
ofroaw am Cl lmf fa smyc" If sot era s. of as
IWII rsl W" of cols 07otillf dlfquF riff�n gpllprl�flpn ew
a�f I.11°aei°i:�,sio ,..'�ISlge EYgIYw abe Vl~
DATE: APRIL 19. 2012
CSE PROD. a RHT_0010
DRAMA JBR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
EROSION
CONTROL
PLAN
EC-01
�>f �1 z j j. i. '��:. r•_�_ r �+ r- -r - - -7T T -T —7 r —�—•i - -_i. �'-1 �.: ,r: �. i r-
>
Y. 4.Y Ir, � . 1 � i, E� �r. � 4- ;/ s � r YS'r 1- t f it •.' ay ,�. r 's � as sip-•}s _i''f Yi 1Y ��
-r„�.�. ; is �i. a., ... .,.c .. .....i: `i.�4s '-,.fa. /A.s�',. !f:.. �'.e. •p.�r,s�1,:i:��i�.t.iA ,_i.'+..

9
PAVEMENT MARKING -LEGEND
LTA LEFT TURN ARROW
STR STRAIGHT ARROW
.251
Zg�r•-•� ,1 J C�
RTA RIGHT TURN ARROW
wMSL WHITE 2' MINI -SKIP LINE
_ r
WSL WHITE SOLID LINE /2 \
2YCL TWO -YELLOW CENTER LINE
(DOUBLE YELLOW)
-,- to �\
NOTES: / J
1. COORDINATE ROADWAY PAVEMENT MARKING WORK WITH SITE WORK AS SHOWN ON THE
DEMOLITION PLAN (CD-01), SITE PLAN (CS-01), GRADING PLAN (CG-01), EROSION CONTROL PLAN (EC-01),
AND CONSTRUCTION SEQUENCE (G-02). cW
2. GRIND EXISTING PAVEMENT MARKINGS AS SHOWN ON THE DEMOLITION PLAN (CD-01) AND REPLACE
WITH THERMOPLASTIC MARKINGS AS INDICATED ON THIS PLAN, AS REQUIRED, OR AS DIRECTED BY NCDOT.
3. COORDINATE WITH NCDOT AND RELOCATE EXISTING ROADWAY SIGNS OFF OF EDGE OF NEW ASPHALT
PAVEMENT IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE NCDOT.
4. ALL CONSTRUCTION METHODS AND STANDARDS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE NCDOT.
5. SEE DETAIL SHEETS FOR APPLICABLE NCDOT STANDARD DRAWINGS. _` '''•:
� v r■ v _
" SUMMERLIN RD SR 1480
v
(PUBLIC R/W VARIES)
u
R1-1 (36"x3611)
"STOP" SIGN f
I 1
MATCH TO EXISTING w cn w �G
PAVEMENT MARKINGS a H--
ai
EDGE OF EXISTING \ I a
ROADWAY PAVEMENT, TYP. - 36 W W —
—34 34 33 4 ll f• —, _ `—'— �y
32
T jW1, T T T — —
t: _
w w w w ri
-3z 3 T A TR I ANGLV_
—
321 _ i _ _ .. _ .. �� f—
�/W
EC I
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHONAV
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
o Aberdeen, NC 28315
O
0
a 't
0
o UI
r r N
o cr)
����6
N U_ c Z
L
oc(1)
a)ZocU
.a N o �.-
(1) = CD '0--�
00
E
0�oV�
It > 0 LL
0 Wt U
LL a Z
U)W
j
SEAL
.• tH CARS •.
2` : �SS• 4
%7.,,s„8;,,,,,•
*l
NOT RELEASED
FOF? CONS TRUCT ION
NO.
DATE
DESCRIPTION
s . rogrrr»r pnry� f+rsj oawo�s a+q att� prM�r arMM�IrO
Mkt SUrONG O f Weft 4v A Ch It on OraW ILZ of O�t,ie
iWCW reli an trltf vl§wLt rittsn WrhQIM*IW Wd
Ion by colt Casign E tins. ra H+0!! tN Wf~
Iruolrrry +o � Srgn E.grnlRp r�r
'
DATE: APRIL 19. 2012
CSE PROJ. 0 RHT_0010
DRAWN JBR
DESIGNED JSR
CHECKED GAR
PROD. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
ROADWAY WIDENING
AND MARKING PLAN
M P-01
- �:4 -� , � r r �.,"'_ ;' r' .i'. '�t ! .; s. f "t9 e s '.ef t'Is `��, �ti :l', i�5�' � l .'!� r 1 �r i{{:•;r�' �.r
�, '. � � � I' r. f� �.,. .3.-� t• .. . � -. _ .. .. •.

.'i' _ 4 _'_5. _. _ i i ����_,..� �� _ _ __. _ .lry •..i _i it ._ .r_ �r ..... ___ •.� �Ir��P.. :i �._.� �i ? .I :'N«_-i +-��. LIU-�._
NOTES:
1. COORDINATE INSTALLATION OF SEED/SOD AND LANDSCAPING VEGETATION WITH OTHER WORK AS SHOWN ON THE
SITE PLAN (CS-01) GRADING PLAN (CG-01), UTILITY PLAN (CU-01), EROSION CONTROL PLAN (EC-01) AND
CONSTRUCTION SEQUENCE (G-02).
2. UNLESS OTHERWISE NOTATED EXISTING TREES AND VEGETATION MAY BE CLEARED AND GRUBBED FOR
CONSTRUCTION OF THIS SITE FACILITY CLEAR GRUB AND PROVIDE TEMPORARY AND PERMANENT
STABILIZATION AND GROUND COVER IN ACCORDANCE WITH THE EROSION CONTROL PLAN (EC-01) AND
EROSION CONTROL NOTES (G-2).
3. GRASS SOD AND SEEDING SHALL BE IN ACCORDANCE WITH SOD 81 SEEDING SCHEDULE (SHEET G-02).
4. WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION AS SHOWN ON THE EROSION CONTROL
PLAN (EC-01).
PLANTING_ LEGEND
CRAPE MYRTLE
(UNDERSTORY TREE
FOR VUA RE©.)
UNDERSTORY TREE
X SHRUB
PERMANENT GRASS
- SOD OR SEEDING.
(COMMON BERMUDA, NOTE 3)
PERMANENT GRASS - SOD.
y (COMMON BERMUDA, NOTE 3)
A
wv r T
W W
e
R/W
RIW
TABLE OF VUA ISLAND LANDSCAPING
ISLAND
AREA (SO. FT.)
TREE PROVIDED
1
200
CRAPE
MYRTLE
2
390
CRAPE
MYRTLE
3
270
CRAPE
MYRTLE
4
300
CRAPE
MYRTLE
�a
>>
<1I
cr cx
ca
W W T �-
R/W
n
van"►
R/W
RIM ELEV=33.45'
INV. IN=27.95r
INV. OUT-23.45'
SS
18"�!
18
8 SHRUBS
VUA ISLAND
NO. 1
0
VUA ISLAND
NO. 4
10 PVC SS
R/W
8 UNDERSTORY
Tnrrc� Tvn
13 SHRUBS IN LANDSCAPE
BUFFER, TYP.
RETAIN 3 EXISTING
CANOPY TREES
30' LANDSCAPE
BUFFER
0
16 SHRUBS
0
R/W
0
0
R/W
VUA ISLAND SR 1460
NO. 3 SUMMERLIN RD
(PUBLIC R/W VARIES)
20' STREET
BUFFI
4 UNDERSTORY
IN STREET BUF
ss T ss r s
MT. MISERY RD SR 1426
(PUBLIC R/W VARIES)
R/W
R
1W
RIM ELEV=38.52'
INV. OUT=29.621
TOP ELEV=37.34'
SY;
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
DEVELOPMENT
w Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
Q
0)
OD In
It0CO
0 �
OM
o��v
o ca ( °
�NU-cZ
L
�Uo�c
LZOP, CU
1=— t0 to JN�WE
6 o .—
(D w LL
o W- U
LL CL Z
W
W
j�irl
V1
U
SEAL
"141480"
0.0I CARNO ''••
'tom • I ss
r�
MOT RELEASED
FOR CONS TRUC T I M
NO.
DATE
DESCRIPTION
mmsi
FOpN11r r 1h ttK O01Wti QfQ air Or W*N
t -1. as an i�truynt a �,r:p. Is In ' pnl ipr fly >I 41C
WV= am Clow* fW odic". it *oi OY00" �'0 0110
Iffmaw OR tors moratnr •Itheut mitt., Q~l=ptlon atl
t1�110111t to Cal S19" GgloWs. p �'tBOut
DATE.* AM I L 19. 2012
CSE PROD. a RHT-0010
DRAWN J 9R
DESIGNED MBR
CHECKED GAR
PROM. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
PLANTING PLAN
P L=01
1.r
r
t i�. 1 „� s ti r ;•' .�'i I j j4+- I - + i- ,- i; r s. it
ip
r •i f S ': }'.i: � s r . ! I (f 'i i :i ♦ �1 +. '��1r r)Ir".
r .�'
� }��� ( ;� ..��'. r4 �. I •�`.� r,. ,. - r` ? o ....'� , 1 75. .. �� °.� ,.r�. ;1 r-1_�k'� .:i�11 d{�. �{;i"

_ _. � J`S, .... if-:s:'L.lex.tarilLY3.:.iF�-'S.1'l?. �1:1t.mr
.
PAVEMENT DETAILS
1.
DETAILS ARE DOLLAR GENERAL MINIMUM REQUIREMENTS AND MAY INCREASE WITH VARIOUS SOIL
CONDITIONS. A GEOTECHNICAL INVESTIGATION WITH
PAVEMENT DESIGN RECOMMENDATIONS SHALL
BE COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
PAVEMENT REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR
TO PLACEMENT OF BASE MATERIAL. WHERE EXISTING
SUBGRADE MATERIALS ARE UNSUITABLE,
THEY SHALL BE REMOVED AND REPLACED WITH COMPACTED
SELECT MATERIAL IN ACCORDANCE
WITH GEOTECHNICAL RECOMMENDATIONS.
3.
HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY
CONCRETE PAVEMENT (AS RECOMMENDED
BY THE GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS)
SHALL BE STEEL REINFORCED.
REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY
DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL
JOINTS MUST BE SEALED WITH AN APPROVED SEALANT.
STEEL REINFORCING SHALL BE USED AT
JOINTS. REFER TO ACI 33OR (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING
LOTS) FOR JOINT DESIGN AND LAYOUT.
1.0" ASPHALT SURFACE
COURSE, TYPE S-9.5A
a
C) ° � o°
2.0" ASPHALT BINDER
o� o �Cj �o
COURSE , TYPE Z -19.OB
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
z
STANDARD DUTY ASPHALT DETAIL
W
2
NOT TO SCALE
W
a
0-
J
2.0" ASPHALT SURFACE
a
COURSE, TYPE S-9.5A
CL
ob o�0 0� Qa ° 0° Q°o� 0
6Op�� °Q O�
2.011 ASPHALT BINDER
COURSE, TYPE I-19.058
a
�����o QO
, o
,Q
oo�(�O ��°� p�� v
o ��� oo��� U
vn�
8" COMPACTED AGGREGATE BASE
o
COMPACTED SUB GRADE
HEAVY DUTY ASPHALT DETAIL
NOT TO SCALE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
_
o
CQ c� oGo Oo� a,
5" 3,000 PSI CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
z
STANDARD DUTY CONCRETE DETAIL
w
NOT TO SCALE
W
a
o_
REINFORCING AS RECOMMENDED
W
-J . _ ,' '-+ ' `'
BY GEOTECHNICAL CONSULTANT
LLJ
(RE: NOTE 3 ABOVE)
cr
z
° ��'° �j � °o o��
C) �Oo�� O ° �°� ° r
6" 3 000 PSI REINFORCED CONCRETE
,
°
c°° ° °o° ��c� 0o00
Oa °
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
HEAVY DUTY CONCRETE DETAIL
NOT TO SCALE
ASPHALT
21-011 PAVEMENT
ASPHALT SURFACE COURSE
ASPHALT INTERMEDIATE COURSE
511:
— — — — — — — —
COMPACTED AGGREGATE BASE
RAISED EDGE ASPHALT
CURB
NOT TO
SCALE
PAVEMENT SCHEDULE
®
PROPOSED 1.25" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
Ci
PROPOSED 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
�i
PROPOSED 5" ASPHALT CONCRETE BINDER COURSE, TYPE 625.OB
O
EARTH MATERIAL
O
EXISTING PAVEMENT
Q
COMPACTED SUBGRADE
0
VARIES - SEE PLANS
VARIES - SEE PLANS
GRADE POINT
(NOTE 1)
I OVERLAY EX. ROADWAY °F
EX. GRADE EX. GRADE
SAWCUT EXISTING ASPHALT AND
TIE TO EDGE OF REMAINING ASPHALT
VARIES
0-9' FOR WIDENING
(SEE PLANS)
MATCH GR
ROADWAY WIDENING SECTION DETAIL
2'
NOTES:
1. GRADE POINT IS LOCATED AT THE EXISTING EDGE OF PAVEMENT. SEE PLANS FOR
PROPOSED EDGE OF PAVEMENT OFFSET AND CROSS SLOPE.
2. SEE PLANS TO ADJUST DIMENSIONS FOR TAPERS, SLOPES, RADII, ETC.
ECEIVE'.
MAf 01 2 2012
DEVELOPMENT
T
W Par 5 Development Group
3 2860-B NC 5 Highway
0 Aberdeen, NC 28315
O
0
0)
00 LO
0�
o U C�
r N
0 CF)
(D
N LLj c Z
L00
� 0 c 0)
OZO�U
avc a)
(Dd:ME
-W
N O U LL
T-- o c1 EU
LL 0- Z
W0
Z
M■I
z•(D
ISM
Li@
SEAL
4
0 75100 '
4���
, •� 2
NOT RELEASED
FOR CONS TRUC T I CW
NO.
DATE
DESCRIPTION
a +openw . In 111a omoa+a ono au orar,+w
)male. a On Illprugnf M w.101901t
SpM1� �aet#;G
Oa purom a" M1s A0OlAnllEn rlMiWt w1thn o+l0ar 2010n Ono
1.1.
114DII I►r +to col I Slq, In;1nWg. owl I p •IM'art
1
DATE: APRIL 19. 2012
CSE PROD. is RHT_0010
DRAWN JOR
DESIGNED JBR
CHECKED GAR
PROJ. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
DETAILS -
PAVEMENTS
DT-01
• �; i J ,I F t ' r r � 1 } i r I r I 1'I S1, S. it J I 1:. �'r ' i' } �, Ft', {1 4J '..�
.. .! :, I 1 1 < � � 1 I�r IF _, _ �. . �. i{ .. r .. •. � "'_ . � _ �-. i.+,. (_. e• h I ti. i '11• :r� . f. E p?yt. 'l _ �' .. :'

:1�A 1.'..a sr,. ... .,, .., .:.�.1.an,1...�.. nif9.ui•�1.�,ai�+�`a"1r.. .. ..4..__r_I_
STANDARD STATE H.C./SHOPPING CART RAMP TO BE
APPROVED HANDICAP NOTE:
SIGN INSTALLED ON A CENTERED ABOUT THE FRONT DOOR. ALL HANDICAPPED RAMP AND ACCESS
METAL COLUMN AT THE AISLES SHALL MEET ALL CODES AND a�r�prNc
PROPER HEIGHT REQ'D. ADAAG REGULATIONS. p �_
°
PROVIDE ADDITIONAL
SIGNAGE BELOW THE COLORED TOOLED/SERRATED
HANDICAP SIGN AS SIDEWALK SLIP RESISTANT SURFACING
REQUIRED PER - 6' _011 AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
REGULATIONS. 0 AMERICANS WITH DISABILITIES ° A ° o Q 55ZOE�
BOLT SIGNS TO Q 0;— a— ,�, ACT ACCESSIBILITY GUIDELINES
i — �— a_AND CODE REQUIREMENTS o °
GALVANIZED METAL — a— N o a °
- - PIPE COLUMN O co - _ 0= ^ n 1 : 10 MAX . SLOPE PAINTED p - ° ° co
0 0 O YELLOW9e��T�FT
6 DIA. CONCRETE
h FILLED STEEL PIPE
BOLLARD, PAINTED BOLLARD WITH HANDICAP
YELLOW 1 : 10 MAX. PARKING SIGN, AS n - °. ° - - ° ° - ° - - � "� ,l •� 5
SLOPE REQUIRED.
CONCRETE SURROUND 5'- '- -0"
AROUND PIPE COLUMN BOLLARD
WITH
HANDICAP ° . o °
;�.•. PARKING SIGN 4" PAINTED STRIPES - °
1 _ H . C . BLUE COLOR @ 24 11 ° o
_ AS REQ D . � " 6
O.C. AT 45 DEGREES. °.
P L� may. 6" HEIGHT
_ 0 5 �P�JIEN� CURB, T YP .
I � I II— PAINTED YELLOW N 4" PARKING SPACE STRIPE.-! PPPJ� TRANSITION FINISH GRADE
BLUE COLOR. OF ASPHALT PAVEMENT TO
— LOADING DOCK AND PAVEMENT TRANSITION DETAIL MEET FINISH GRADE OF
CONCRE TE PA VEMENT T.
I — � I- STANDARD HANDICAP NOT TO SCALE
PARKING SYMBOL PAINTED
MIN. 8' -01. 10' -011 g 1 -011 ON PAVEMENT.
CONTINUOUS LINES STRAIGHT ARROW
/ L I BLUE COLOR.
EDGE LINE - 2011
HANDICAP PARKING SIGN DETAIL HANDICAP PARKING DETAIL _
NOT TO SCALE NOT TO SCALE YELLOW OR WHITE v
DIAGONAL LINE �, -
1 2 1 ' !
co -
YELLOW OR WHITE T -
1411 -
(TYP.) Go
STOP BAR
�'
co ,� \IT
N 121,
STANDARD SjD 41
PARKING SPACE BOLLARD <k WHIT£
STRIPINGH.C. WHITE
PARKING SIGN 1:10 MAX SLOPE CONCRETE ! NOTES:
SLOPE AWAY FROM BLDG. 1. USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS WITHIN PARKING LOTS.
%g" PER FOOT 2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
73. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON
'x° \ PORTLAND CEMENT CONCRETE PAVEMENTS, UNLESS APPROVED BY THE ENGINEER.
5 4. CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND
D �ZN PAVEMENT MARKINGS." SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, THEREFORE
SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL SYMBOLS ARE REQUIRED TO BE APPROVED
BY THE ENGINEER.
2� Aq N ', 5�.� BOLLARD PAINTED
YELLOW PAVEMENT MARKINGS (FOR PARKING LOT) DETAIL
MlN O•, Nl � � .
NOT TO SCALE
ACCESS AISLE 1:10 MAX
SLOPE 36 3�e"
5 BOLLARD WITH
Q H.C. PARKING
Aq SIGN
STOP -
Ip��gFT� - 1a
Ld 5 Ir
1 1 11 0 w=w
_ 01-1 a
af
a"o METAL POST METAL POST SECTION
(TYP.)
NOTES:
HANDICAP PARKING 9 ACCESS RAMP AND ACCESS AISLE DETAILS 1 . METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS,
NOT TO SCALE _ AND SCREWS MUST BE RUSTPROOF. SIGNS SHALL HAVE 3/4"
HOLES FOR ALIGNMENT WITH HOLES IN METAL POST. MOUNT
0, WITH 3X6"x 2%" BOLTS, TOP AND BOTTOM OF SIGN.
2. BACKS OF ALL SIGNS WILL BE PAINTED FEDERAL STANDARD
20059, MISSION BROWN.
3. SIGNS WILL BE FABRICATED BY USING A HIGH INTENSITY
SHEETING AS PER NCDOT SPECIFICATIONS.
SIGN ELEVATION 4 • SIGN LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND
MAY BE ADJUSTED TO MEET FIELD CONDITIONS. ADJUSTMENTS
ARE DIRECTED OR APPROVED BY THE CONSTRUCTION MANAGER.
5. ALL SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH THE PLAN DETAILS, THE 'MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES', AND THE SPECIFICATIONS.
6. THE CONTRACTOR WILL, IF REQUESTED BY THE CONSTRUCTION
MANAGER, REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED
RLTHAT ARE CONTRARY TO THE PLANS. NO SEPARATE, PAYMENT
SIGN POST DETAIL O
NOT TO SCALE
E EIVE.
f
b T_
R5
DE ELCPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
v
O
�1
0)00
Ln
00
d0' O V
CO
�W
r�yV
OIL
U)
co
m a)
NLLcZ
Voc
�
Wj
WZocv
1,,-
.a N o �•-
N=tflNJ
N >
= agvwE
U
Q)� LL
o(0_E U
�LLLL Z
SEAL
,1"1,'1111811 •II/II
stk CARS
4
03 375
40000.
.foes es"
�j♦
W T REL EASED
FOR CONS TRUC T I M
NO.
DATE
DESCRIPTION
•
11
-
mis C01C'.P•. a1a au or...11f.a
nrrOln. er an 11itr011�N pi OOr*IaM Is ImOnpp pll7 fp► Ify tp.Ci�le
own" ON CI ION for 1I11a1 I1 in prODOre& 1� Of o
1cp�fA1�sSME. e1M Pi.lOf11�'i 4""Ir�1011P a"
Ii.011lfy $1qn "IssPfrs. Pi
DATE: APRIL 19. 2012
CSE PROD. RHT-0010
DRAWN JOR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
DETAILS
SITE
DT"-02
_� +... $ 7 + r-�!s•.'�} r -� r'. Tr T.
.i:s -:
•�i � i; r f.' r! r �+ � �s s r..

_�..�_. _. i ... , , •. • .. 7s•. '.�_ ...•.s _ w..-e .AqW: _ I : �.-j6'"i-&3 j., AV l r. er_aa A.::1 y.,: i,s. ..s
FINAL BACKFILL PER
SPECIFICATIONS
INITIAL BACKFILL
COMPACTED 1N 6'
LAYERS (MAX) AS
SPECIFIED
B- MIN SIDE CLEARANCE
12' MAX SIDE CLEARANCE
ITYPICALt
FINISHED GRADE
OT
12"
NOTE
FOR TRENCHES REQUIRING SHORING & BRACING.
DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING & BRACING.
REQUIRED BEDDING FOR
REINFORCED CONCRETE PIPES
NTS
v
vM
ao CD 0
D -n Cf�
H Z � _
=-ny>rn
.. z:V
HO� Z�1
�yDD
Cn H i
Z
Y=
PLAN
WITH GRATE & FRAME REMOVED
V SEE NOTE
HEFT 1 OF 1
840.14
SECTION X-X
.31, WEEP HOLES
BRICK COPING(INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME
& GRATE
DOWEL(SEE NOTE)
GENERAL NOTES;
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3`-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
0
MAX. PIPE THIS SIDE - 18'r
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
60TTOM
SLAB
WALL PER
FT. HT.
C0"f2AE'rE
FOR MI11I"uu
HEIWr H
C.M.
R.C.
127)
31-011
2'-Or`
21-Or'
0.222
0.222
0.592
0.015
0.026
15"
2`-3f1
0.648
0.023
0.036
181'
21- 6 i1
0.703
0.033
0.049
24rr
31-011
0.814
0.059
0.085
3010
1 31- 011
2' - Or'
31- 6'r
0.222
0.222
0.925
1 0.092
0.127
#4 BAR
T
6n
DOWEL
1r
IL
W
c5 J
H Z LLI
a~CL
O � O
Q
0
z W =
H
cf) W
= cc CV
•/1 (a) T
H Z
J
z Ca
LLI
HEET i OF 1
840.14
ECEIV"-,
MAY 0
=Y.
Rb
DIEVIELOPME
z Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
O
0
00 LO
00 E 00
�o M
c5(. 1
i�.A
CC
�NU-eZ
>.,
�vme
�Z0 0�U
ad O-
(0 =(0-NJ
0)00=
vVE
V W cj -
(G -E U
T­ LL a- IZ
WOD
OEM
UWo
MEW
SEAL
Belo
�t
40000. 0 375
B. R B%
41 %q
NOT RELEASED
FOR COWS TRUC TRW
NO,
DATE
DESCRIPTION
s . +o9sltlw' • 111 We oaxpls Wo Ass PrssslMsO
Weill. d In Illsirlr•inf of ryr*Iq. ii i1N�llsi4 �1177 iQ Ilr ��clite
olKsoss arcfQ rn;I 11,UK Wool" Mum W o110
I�r�r ryilpps an Illls OidM11M •IfBppi Kiffsn q,Mp 120tpl pld
OSDp}Iw br Wil Slgr trawl. PA NMI I be •IiMA
1 iall, I Cal( St gn EMINews. Pi
DATE: APRIL 19. 2012
CSE PROD. RHT_0010
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
DETAILS -
DRAINAGE (ADD'L)
DT=03
� 1. i � s � � r r �.y . • y': ., s '.

_._ _.__ ___ __ _ ---- ---------. --- - ---- - -- - - - -- - '.L. G__ _ i..J_L.i._ .�.__',-1f'L•S _h._:-�n_L�,_:-i:__.._.»------ _.. �.� .,... .,.�-ii1 VA,L-ld.3+5_„_" - 'y !c':%�
3Nn ,UM3dOMd
�W
=s
s
boo
o ww
W ZW
2L3i n d0 3Nr1M3i o
M 1 q
� Baca
wo�
az
4
3Nr7M31YA% d0 3Nr1M31N3o .o
aWN AD 3Nria31N3a
pE-.
LSE
o x o m
mgg
zU1J G
<mM
z �ii
o;:3:2
=u�
,Az
M
a*a J
I
0
n W
in
1,19 16��
C0 I
NORTH 13RUNSWICK STAMARD DETAIIL: SD 1-04 DATE: 01/01/08
SANITAFIY DISTRICT Not T'o Scale ...
P.O. BOX 2230
516 VILLA(3E ROAD NE
LELAND, NI.C. 28451-2=ID 3/4" WATER SERVICE
TEL (910) :371-9949
FAX (910) .'371-6441
SERVICE CONNECTION
INSTALLATION GUIDE -LINES
ASSEMBLY SHALL 13E LOCATED AS
CLOSE TO THE SERVICE CONNECTION
AS POSSIBLE WITH NO CONNECTIOI1S
BETWEEN THE WATEER METER AND
THE BACKFLOW PREVENTION ASSEMBLY
WATER M ETER
CURE] --\
FLOVV *�
BRASS
w
Z
J
w
a
0
w
a
ASSEMBLY SHALL BE
HORITONAL AND LEVEL
UNLE55 APPROVED FOR
OTHER ORIENTATION(S)
ALL PIPING SHOULD IBE
HYDRAULICALLY CALCULATED BY
WATER USER FOR ONSITE USAGE
SUPPORTS
(AS INEEDED)
ONS ITE THERMAL EXPANSION CONTROL
cJ (AS NEEDED)
THRUST BLOCKS
(AS NEEDED)
L- SUPPORTS
(AS NEEDED)
THRUST BLOCKS
(AS NEEDED)
ALL EACKFLOW DEVICES TO COMPLY WITH USC STANDARDS
BACK17LOW PREVENTION ASSEMBLES ARE: TO BE USED WITHIN THEIR RATED OPERATING CONDITIONS.
PRESSURE: BACKFLOW PREVENTION ASSEMBLIES TYPICAULY HAVE MAXIMUIJ WORKING WATER PRESSURES (MWWP)
OF 11.50 PSI (1034 KF'a) OR 175 PSI (1208 KPa). ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT
THIS PRESSURE, WHICH 1S IDENTIFIED ON THE ASSEMBLY,
TEMPERATURE: BACKFL.OW PREVENTION ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT
THEIR MAXIMUM WORKIING WATER TEMPERATURE (MWWT), WHICH IS IDENTIFIED ON THE ASSEMBLY.
RATE OF FLOW: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED TO [OPERATE CONTINUOUSLY UP TO
THEIR RATED FLOW (Le. GALLONS PER MINUTE — GPM; OR LITERS PER SECOND —L/S).
A FIBIERGLASS HOT B0X IS REQUIRED((,-ONCRETE PAD IS: OPTIONAL),
RPZ - 3/4" OR 1"
NTS SD 1-10
NORTH BRUNS'WICK STANDARD DETAIL: SD 11-10 DATE: 01/01/06
SANITARY DISTRICT Not To ScakE ...
P.O. BOX 2230
516 VILLAGE ROAD NE
LELAND, N.C. 284.51-2230 RPZ - 314" OR 1"
TEL. [phone]
FAY'k (910) 371-644.1
�F-EIVEry:
j f
* T�
i 1 I'.�II' k �Pi i � .1•' 1+;�.5'S�°+ s � :I,, .�• �, "r 1� �� 1 l.� i•Irii �'+ t� i 1��1�, �3��;`S 'T�! I��+y.
I 1 .>

SKIMMMER SEDIMENT BASIN USE:
FAIRCLOTH SKIMMER 1' MIN.
WATER LEVEL DURING STORM FREEBOARD
MIN FORESLOPE 2' 1
1' S'
1' TOP OF DAM NOTE. JUTE BACKED BY COIR
SEE PLANS FOR BASIN SIZE AND DIMENSIONS EROSION BLANKET
WILL PROVIDE AN AREA FOR RUNOFF TO POOL AND SETTLE OUT
OF THE SEDIMENT CARRIED DOWNGRADIENT.A SKIMMER IS USED
A MEANS OF DEWATERING FROM THE TOP OF THE WATER SURFACE
THE WATER IS CLEANEST NEEDED WHERE DRAINAGE AREAS ARE
A PORTION
TO PROVIDE
WHERE
T00 LARGE
EMERGENCY
FLOW OUTLET RISER ;€W SPILLWAY ELEV.
11 MAX LEVEL OF SEDIMENT III 21 FLOOD STORAGE ZONE FILTER-1
1'�I '-
COLLECTED CLEAN BASIN - i EARTH �'- % MINIMUM
WHEN THIS LEVEL IS -I SEDIMENT STORAGE ZONE €-1 DAM 1�€[ BACKSLOPE 2:1
R A ,�.r g. r .6 . '.. J
BAFFLE (TYP.) FOR TEMPORARY SEDIMENT TRAPS. REFER TO SECTIONS 6.64 AND 6.65 OF
EARTHEN BERM THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
F�
SKIMMER SEDIMENT BASIN MAINTENANCE:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST DAILY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (ONE-HALF INCH OR GREATER), AND MAKE
�kl—III=III=III=Ili=III= = I=;1==1=:==_i ;; -..; i;�___ i=_ ti ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
PH THE lil �l-';;'�'1k—€ : — 11- THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES
I_EiI=-sII=1II —_ €=iI TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
=11i=11 11,- -. ONE SIDE TO REMOVE SEDIMENT ACCUMULATED BENEATH IT. EXCAVATE
=-
NOTE 2 !—;I; II-i THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE THE
ANTI -FLOATATION DEVICE —�€ 111- SEDIMENT PIT SKIMMER OF THE FIRST CELL. ENSURE THAT VEGETATION GROWING IN
ANTI -SEEP COLLAR THE BOTTOM OF THE BASIN DOES NOT HOLD THE SKIMMER DOWN.
OUTLET PIPE
CROSS SECTION REPAIR BAFFLES IF THEY ARE DAMAGED. RE -ANCHORED THE BAFFLES IF
NOT TO SCALE EMER. SPILLWAY FAIRCLOTH SKIMMER WATER IS FLOWING UNDERNEATH OR AROUND THEM. CHECK THE SKIMMER
FOR CLOGS AND REPAIR/REPLACE IF NEEDED. REMOVE ALL DEBRIS AND
NOTES: RISER OR TRASH FROM THE BASIN.
OUTLET PIPE 1. SEE PLANS FOR SIZES OF RISER, SKIMMER, OUTLET PIPE, INVERTS, ETC. OUTLET STRUCTURE CHECK THE EMBANKMENT FOR PIPING, SETTLEMENT, AND OTHER DAMAGE
AND MAKE REPAIRS IMMEDIATELY AS REQUIRED.
2. BASIN IS INTENDED FOR FUTURE USE AS A STORMWATER FACILITY. THE CONTRACTOR SHALL ENSURE
THE STABILIZATION OF THE JOB SITE PRIOR TO CONVERSION. PRIOR TO CONSTRUCTION/CONVERSION REFER TO SECTIONS 6.64, AND 6.65 OF THE NCDENR EROSION AND
OF THE BASIN, BUT AFTER THE JOB SITE HAS BEEN STABILIZED, THE CONTRACTOR SHALL REMOVE AND PERSPECTIVE VIEW SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
PROPERLY DISPOSE OF TRAPPED SEDIMENT.
SKIMMER SEDIMENT BASIN DETAIL NOT To SCALE
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE GRAVEL ENTRANCE SHALL BE 50 FEET DESIGN CRITERIA
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE I SEDIMENT FENCE USE: IN LENGTH AND 25 FEET IN WIDTH
TM Mn MINIMUM 10 GAUGE WILL RETAIN SEDIMENT FROM SMALL DISTURBED AREAS. SEDIMENT WITH 20 FOOT RADIUS AT EXISTING AGGREGATE SIZE = USE 2-3 INCH WASHED STONE
LINE WIRES (TOP 8r FENCE WILL BE PLACED ALONG SLOPES AS SHOWN ON CONSTRUCTION ROADWAY DIMENSION OF GRAVEL PAD THICKNESS = 6 INCHES MINIMUM
♦ BOTTOM} DETAILS. REFER TO SECTION 6.62 OF THE NCDENR EROSION AND WIDTH = 25 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS
Y < OF VEHICULAR ENTRANCE AND EXIT AREA
/ SEDIMENT SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 36' MIN 4' 10' LENGTH = 50 FT. MINIMUM.
/ FENCE FABRIC �� MINIMUM 12-1/2 LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
INSTALLED TO GAUGE INTERMEDIATE SEDIMENT FENCE MAINTENANCE: M SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
SECOND WIRE WIRES 6 IN. UTILITY BY ALL CONSTRUCTION VEHICLES.
FROM TOP INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL. MAKE THICKNESS AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS.
GRADE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUCTION
SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME FILTER 2-31r ENTRANCES NOT INDICATED ON THE PLANS REQUIRED FOR STAGING
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS FABRIC WASHED STONE AND/OR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE
AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE TO THE OWNER.
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL CONSTRUCTION
AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL GRAVEL CONSTRUCTION ENTRANCE ENTRANCES AT HIS EXPENSE UNTIL FINAL ACCEPTANCE.
FRONT VIEW FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING TEMPORARY CONSTRUCTION ENTRANCE USE
STEEL POST DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
WIRE FENCE P� NOTES: WILL PROVIDE A BARRIER AREA WHERE VEHICLES CAN DROP THEIR MUD
AND SEDIMENT AS WELL AS HELP CONTROL EROSION FROM SURFACE
SEDIMENT FENCE 1. USE SEDIMENT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED G P�� RUNOFF. TO BE LOCATED AS PER THE PLANS AND CONSTRUCTED AS PER
FABRIC 1/4-ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. ��5� DETAIL. REFER TO SECTION 6.06 OF THE NCDENR EROSION AND SEDIMENT
o = 2. END OF SEDIMENT FENCE NEEDS TO BE TURNED UPHILL. Qj CONTROL PLANNING AND DESIGN MANUAL.
N 8" DEPTH z 4" WIDTH 3. REMOVE SEDIMENT DEEPER THAN 12" AND REPAIR ANY UNDERMINING
co BACKFILLED TRENCH IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE:
EXTEND WIRE FENCE 4. PLACE WIRE FENCE 6" BELOW GRADE AND SEDIMENT FABRIC 8" DOWN
6" BELOW GRADE AND 4" FORWARD ALONG TRENCH BOTOM. BACKFILL AND THOROUGHLY MAINTAIN THE GRAVEL PAD IN A CONDITION PREVENT MUD OR
GRADE � F SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
- COMPACT TRENCH WITH NCDOT #57 STONE. FOR REPAIRS, REPLACE o REQUIRE PERIODIC TOPDRESSING WITH 2 - 3 INCH STONE.
STONE TO GRADE AND COMPACT AS NEEDED. INSPECT DAILY AND AFTER EACH RAINFALL ANY STRUCTURE
5. CONTRACTOR SHALL BE RESPONSIBILE FOR PLACEMENT AND REMOVAL 6 MIN, y����J USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
Oi ANCHOR MATERIALS OF FENCE. THICKNESS QL
OQ' IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
AS DIRECTED BY 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING DISTURBED O �l WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
ENGINEER (NOTE 4) AREAS TO PRE -CONSTRUCTION CONDITION. 2-3„ COURSE ���
AGGREGATE
EXTEND FABRIC 8" DOWN `Z��
SIDE VIEW AND 4" FORWARD ALONG SEDIMENT FENCE TEMPORARY CONSTRUCTION ENTRANCE
TRENCH
4' MAX. SPACING
CLASS 1 RIP RAP (SEE SECTION
F
(POST TO POST) I
5' STEEL T-POSTS DRIVEN 2' INTO THE GROUND � ` ` I J /
1' MIN. ( TOP OF HARDWARE PIPE �— — CLASS 1 RIP RAP HEADWALL
CLOTH TO TOP OF POST) Y 19-GAUGE WIRE MESH44-
HARDWARE CLOTH WITH
%-INCH MESH OPENINGS / ����������������1�� #57 WASHED STONE. 1' THICK X 3' HIGH MIN.
2' OF HARDWARE
CLOTH ABOVE 44 I�i, _
STONE i
#tea I
—°° Scrb ° " / NOTES:
°J d, 3' (GROUND TO / PERSPECTIVE VIEW 1 . ROCK PIPE INLET PROTECTION IS DESIGNED
16" NCDOT #5 ORTOP OF POST) NOT TO SCALE TO PROTECT EXISTING PIPE INVERTS THAT DRAIN
#57 WASHED STONE J� € NO MORE THAN 10 ACRES.
° oar 2. DIMENSIONS SHOWN ARE MINIMUM ACCEPTABLE
o,o
AREAS
FILL,
EC�URBED SEDIMENT STORAGE PIPE UNLESS OTHERWISE NOTED.
T
TFLOOD STORAGE ZONE RIP RAP HEADWALL
47 `` 3, f� r NATURAL GROUND
nJ � �a� F�0 S 3FLOW
ro W�
FILTER FABRIC
CLASS i RIP -RAP
✓�����°�� m'� r~ '0���`j-�,��, ` *57 WASHED STONE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
STONE PLACED TO A HEIGHT OF SECTION THRU BASIN, FILTER AND CULVERT PIPE
12"-18" MINIMUM ABOVE TOP OF BOX NOT TO SCALE
ROCK PIPE INLET PROTECTION
HARDWARE CLOTH & GRAVEL INLET PROTECTION ROCK PIPE INLET PROTECTION USE: ROCK PIPE INLET PROTECTION MAINTENANCE:
A HORSESHOE SHAPED ROCK DAM STRUCTURE AT A PIPE INLET WITH INSPECT ROCK PIPE INLET PROTECTION WEEKLY AND AFTER EACH
A SEDIMENT STORAGE AREA AROUND THE OUTSIDE PERIMETER OF 1/2-INCH (OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
THE STRUCTURE. USED TO PREVENT SEDIMENT FROM ENTERING, REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA
THE SEDIMENT HAS
HARDWARE CLOTH & GRAVEL INLET PROTECTION USE: HARDWARE CLOTH & GRAVEL INLET PROTECTION MAINTENANCE: STORMULATING DRAINAGENSYSTTEMEING PRIORRTOSFERRED STABILLIZATIONUOFETHEOR TO ONE-HHALFTO ITSINAL THE DESIGNIONS DEPTH"EN OF THE TRAP. PLACE SEDIMENTTED
A TEMPORARY MEASURE OF WIRE -MESH HARDWARE CLOTH INSPECT INLETS DAILY AND AFTER EACH SIGNIFICANT (1/2 INCH DISTURBED DRAINAGE AREA. THIS PRACTICE ALLOWS EARLY USE OF THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACEMP'y
AROUND STEEL POSTS SUPPORTING WASHED STONE PLACED OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY THE STORM DRAINAGE SYSTEM. THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK STRUCTURE
AROUND THE OPENING OF A DROP INLET. THIS TYPE OF DEBRIS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. FOR DAMAGE. ANY MUST BE REPLACED IMMEDIATELY.RIPRAP
DISPLACED FROM THE STONE HORSESHOE 8Y.
PROTECTION IS USED TO PREVENT SEDIMENT FROM ENTERING TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH ATELY. AFTER ALL SEDIMENT PRODUCING----,�
YARD INLETS DURING CONSTRUCTION. REFER TO SECTION 6.51 DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. AREAS HAVE BEEN ABLE SEDIMENTLYNT.
STABILIZED, REMOVE THE STRUCTURE
AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH
OF THE NCDENR EROSION AND SEDIMENT CONTROL PLANNING THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
AND DESIGN MANUAL.
PLACEMENT OF
BAFFLES
ZONE SURFACE AREA%
INLET
35
1ST CHAMBER
25
2ND CHAMBER
25
OUTLET
15
1V
a Z012
DEVELOPMENT
w Par 5 Development Group
� 2860-B NC 5 Highway
0 Aberdeen, NC 28315
o
0
CO LIB
'T 0
O
U�
0 1
o 0)
�00 M�0
{y LL = Z
c1� U N
o
O Z o C U
•Q N 0 �•-
tn = co N J
N �c
_ (U � (�
N o U ILL
T-LL0- Z
,A
V1
Z
►■•I
U)W
.J
U_
SEAL
CA91l� ;
4
5 ;=
01100
4ki♦
NOT RELEASED
FOP COINS TRUC T IOIN
NO.
DATE
DESCRIPTION
s fpgftlls� it fn frit oerAfOfs Wd Ars fn orwlMSO
We" es inIrrsfr�f of wwror. is infM�sss amfrt fcr W syraerfie
En
OIK00fs s cI ISM fw whi If va DralWO& slt,� Of prp
hvr ry1tor" GII 11ris r ,r■NM ■I Nlptrr �iffsn rr,rl"Ri�sflp� plty
ptmfrml l�0il4 �O COr 71 Ion Engi�s. pj wI MrOuf
i
DATE: APRIL 19. 2012
CSE PROJ. 0 RHT_0010
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD. VW. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
DETAILS -
EROSION CONTROL
DT-05
�,�� ��"I ' 1 I '� � •°�'•� • ��'•r•��• •'� � ;"'� '7,'. •' I s• 1 i ��� ',r. S �' �. 1'i li��,�� r r' r
.,,A,. �., pis d'. r .. .1 -. .-.� - , i' t .. .. fir. ...��,< < .., _f 1�•.ir. .. J''.{ .

...,i �--- �_ ..1 ---L'..'l.. s: L...i��_._ _._���.... �. _.�—..-. i-]._.�_- � .� ,_ _".---r. .�. <_ _ .. _ �_'-_ L..1..-.....------'i----•__-..
0M
ICONTINUOUS LINES1
I SKIP LINES
MINI -SKIP LINES
o
H�
Q<
y�o0
EDGE LINE
=cc=t)
M
H Z x D
YELLOW OR WHITE
4.,18,,,E
C z
O O: O
s�D�m
Y
10' SKIP LINES
2` MINI -SKIP LINES
��¢ox
x OOO
Z"-7
TURN LANE LINE
YELLOW OR WHITE
YELLOW OR WHITE
F-- x ~ Z W
CAHWO J
F) =z
• n n n
„__ _-. �_. _:
WHITE
4n16"*
10r
2r
OOC)¢
z, 7
H
A
�h C
�
Z
CENTER LINE
YELLOW
4"/6" 4
4° IB"
30'
0 E=] 4" I6" �F
"131
C
�
G
40'
15,
GORE LINE
WHITE- -�
8" / 12" >E
z
O
S,7
LL
C cn
DIAGONAL LINE
z z
" m D
z Z z
YELLOW OR WHITE
n }
m 00
c� F-
< v
CROSSWALK LINE
cl z z z
rn
GENERAL
NOTES
Q H
v
m sue. -
WHITE
g"/24">E
W J
U)
N >
1- WHERE TWO WIDTHS ARE INDICATED,
"NORMAL"
THE FIRST WIDTH APPLIES TO A
"WIDE"
W
Z 1--1
WIDTH LINE, THE SECOND
WIDTH APPLIES TO A LINE.
x
!^i!
CA
R 1 R LINE
2- "WIDE" LINES ARE REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER. REFER TO PAVEMENT MARKING GUIDELINES.
H Q
0.
: �e _
J
0
WHITE
W
STOP OR TRANSVERSE BAR
��-' � -
WHITE
414
�
HEET 1 OF 2
SHEET 1 OF 2
1205.011
1205.01
v
STRAIGHT ARROW
RIGHT OR LEFT TURN
COMBINATION STRAIGHT
COMBINATION LEFT $
z
v M
ARROW
AND LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
Ocn
20
'
20"
F-}
¢ 3
1 4 Z
H O
M Z 1 = -
�7
6' _ 4"
„
38 8,r
36
.:
- = SAME DIMENSIONS APPLY AS FOR
- 'µ:s ' m THE LEFT/RIGHT TURN ARROW
Q
-
1-1
Z CD �
d = Z
57 O CZ --I
x-nz�rn
_
N '.. Brr
w
z
¢x
¢�
xv00
i In
cu
If
L. ZW
-
cmOM
COMBINATIONFT STRAIGHT
fn
F- O J
x v
n n n
o
- a:.`:x::.m:: v a
14r,IS
TURN ARROW
z a¢c
H V
Cn '
14" co
v
It a
R=40" tr
d N
0
0
Z
4„
32
R=28" N
N 4"
-
a,'.
SANE DIMENSION5 APPLY A5
�.
� °� FOR THE COMBINATION STRAIGHT
AND LEFT/RIGHT TURN ARROW
1
W
in
12"
R--40"
32
12"
12
R-28"
1-4"
RAMP ARROW
m
MERGE ARROW
(OPTIONAL) r
FOR WRONG -WAY MOVEMENTS
ON FREEWAY AND EXPRESSWAY RAMPSLO
10'-o"
O
LL
11
Cn
o =, - t'3 - `�
CRYSTAL/RED
PAVEMENT MARKER
S'.0r,
0N
p ,
8„
I-yP
I„1 f1)
3 W
_
Y
I,,
Amy
- as
-
In 2' - 6"
1
- --
Q
oIc
O
0 Z Z
— CL OF RAMP
m
Or
c
„
$
o
H
r,
0
"�o
TYP.
2'-8"
¢
W
CA
LU
y O
-n
O
GENERAL NOTES
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
100,
RAMP ARROW
AT EXIT RAMP
J
0
Z
W
a.
2- 00 NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
«
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
UNLESS APPROVED BY THE ENGINEER.
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4
r
THRU 7). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
RAMP ARROW
AT EXIT RAMP
y00
SHEET 1 OF 7
SHEET
1 OF 7
2O5.08
1205.08
1205.08
0
DIRECT TAPER TURN LANE
TURN LANE BAYS < 125 FT.
z
O M
C
WHITE MINI -SKIP LINES
WHITE MINI -SKIP LINES
WHITE
0 cn
I� Z
x
END OF TAPER . .
��
TURN -LANE
LINE
¢
N O
O -O � O
TAPER
TAPER
1¢Z-I � V
ram..,
H Z = n
LIO
TURN LANE ARROW CENTERED
W J
O O ZZ x 13L Z
C3
BAY IN TURN LANE BAY
Z
Z F=-1 O r0
TURN LANE BAYS 125 - 250 FT . WHITE MINI -SKIP LINES
N O J
' O t�
" may
WHITE TURN -LANE LINE �-
W
� I --I
r r
zOHccc
n
TAPER
7
COP 1
C
fi0'
13-0
Z
TURN LANE BAY
1 p
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
�
250' WHITE MINI -SKIP LINES
WHITE TURN -LANE LINE
� r �
60' TAPER
m
ae
TURN LANE BAY
0
LL
C=
LEFT TURN LANE DEVELOPED FROM 2-WAY TURN LANE
z Z
rn
3
WHITE TURN-LANEINE CENTER BETWEEN FIRST
OFLBAY AND LAST ARROWS WHITE MINI -SKIP LINES
Y
O LU
Z Z
2-WAY TURN LANE
Z
z .1 D
r 'r
c J
D xv
o H Z
rn O
TURN LANE BAY 1 S0'
Q W j
CA
H
~
N rc
SAME PAVEMENT MARKING LINES, NUMBER OF ARROWS,
W
AND ARROW SPACING APPLY AS FOR THE VARIOUS
Z
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
TURN LINE
co
N
WHITE -LANE 4W WHITE MINI -SKIP LINES
LENGTH OF BAY WHITE TURN -LANE LINECL
1�
LENGTH OF BAY UP TO 250' MAX.
O
WHITE MINI -SKIP SPACING r F r
Z
MAY BE REDUCED TO B� — — — — —
W
INSTEAD OF THE 13 TAPER
STANDARD SPACING 60'
CENTER BETWEEN FIRST
TURN LANE BAY AND LAST ARROWS
GENERAL NOTES
LEGEND
1- APPLY ALL TURN LANE MARKINGS AS SHOWN FOR RIGHT & LEFT TURN LANES.
PAVEMENT MARKING
r
HEFT 1 OF 1
SYMBOL 2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS
AS DETERMINED BY THE ENGINEER.
SHEET 1 OF 1
11205.05
11205.051
v
o M
CHANNELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
o v
C --I
(CHEVRON)
H Q
¢
H Z
-
O
WHITE GORE LINES
¢
O
Z x
aoocox
J O IO-I
-1
=0n�m
1
�— - --- - --- -- -- ---� 2
FW-v�0�
C)
�x~zw
cna_j
ITE
LINES
M
O O O CC
: y n
DIAGONAL
(CHEVRON)
Z
~ V
cp O
a 0
Z
MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS
1
Q
DOUBLE YELLOW
CENTER LINES
2
i
M
0
Ali
D � YELLOW
LL
r-
DIAGONAL LINES
H
cn
(2;1 SLOPE)
;
2
t� -= N
iA
3:
H 3
EDGE OF PAVEMENT OR SHOULDER ISLAND
Y Z
�T Z Z
-� 0
MEDIAN SIDE E.O.P. YELLOW YELLOW
DIAGONAL LINES
0 J
Cn
O
0 D
OR SHOULDER EDGE LINE (2.1 SLOPE)
N
n v
9
2 1~
w
D W0
Z Z
< W z
cn Z H
D
LU
_ ; O.
�2 O
1
J CL
o
WHITE
OUTSIDE E.O.P. WHITE 4G ,LW
LINE
z
W
OR SHOULDER EDGE LINE
(2.1 SLOPE)
GENERAL NOTES:
1- D=SPACING OF DIAGONAL LINES (TYPICALLY EQUAL IN FEET TO THE POSTED SPEED LIMIT).
2- INCREASE SPACING OF DIAGONALS TO 200' OR MORE ON INTERSTATE ROADWAYS.
3- ADJUST SPACING OF ❑IAGONALS DEPENDING ON THE LENGTH OF THE ISLAND. SPACING
MAY BE ADJUSTED AS DETERMINED BY THE ENGINEER.
SHEET 1 OF 1
SHEET 1 OF 1
1205. 09
1205.09
DEVELOPMENT
w Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
0
0
Cn
0o LO
V OV
U�
N U
0
CO C O
Z N LL c
L
(/)UocN
�ZocU.Q N o C•-
N = c0•NJ
N'��mE
+5oV-
0Ms U
T­ U_ a. Z
ON
cn
WT-
W
W�
�, U-�i
SEAL
G.�•tN Al?,•.
., e
2► :.� ' .
0400e 75
•.4y
. vB.
�j♦
IVIO T RELEASED
FOR CONS TRUiCT IOW
NO.
DATE
DESCRIPTION
s . *agVEW . to "aft fa 9r� on
Wfir. s in tI1NfY�IM e1 WTI t. t.rtmgt/ pHr ±a wy 4tc
p rew te0 CI101M fpe' so It In O�YOerM. 11111�. Ot 01,0
tWc ryllp= On 11Ni 91IIglt wIt"n m mcrI .t10n etl
O W10u h COI �pIsH 151gn SW I !. *ttllltl►
,bylltT tp coti slgn tulle. �A
DATE: APRIL 19. 2012
CSE PROJ. RHT-0010
DRAMA JBR
DESIGNED JBR
CHECKED GAR
PROJ . MM. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
DETAILS -
ROAD MARKING
7 DT--06
T7i 7'
r .I.

I
_ S_ �_�. .1._....___.s ��.��� i. jai ,... �___i.t �..1 .L_�.�__ _ .� _ �_1.� - _ •_ - .-.. _. �. __.. __. -___.. _.�
PROJECT TRAFFIC CONTROL NOTES
GENERAL
1. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT
WHEN OTHERWISE NOTED IN PLAN, OR AS DIRECTED BY THE ENGINEER. THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND NCDOT STANDARD DRAWINGS SHALL BE USED FOR TRAFFIC CONTROL STANDARDS.
2. THE CREATION OF EXCESSIVE NOISE ASSOCIATED WITH EARTHMOVING ACTIVITIES, LAND CLEARING ACTIVITIES,
STREET PAVING, OR UTILITY CONSTRUCTION IN A RESIDENTIAL OR BUSINESS DISTRICT, OTHER THAN DURING WORKING
HOURS SHALL BE APPROVED BY ONUS AND FORT BRAGG.
A) ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO
PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS
IN THE STANDARD DRAWINGS, AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE OR
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR
REMOVAL OF DEVICES.
TIME RESTRICTIONS
1. DO NOT CLOSE OR NARROW TRAVEL LANES, MONDAY THROUGH FRIDAY, 6-9:00 AM AND 4-7:00 PM.
2. DO NOT CLOSE OR NARROW TRAVEL LADES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
A) FOR ANY EVENT THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER.
B) FOR THE FOLLOWING HOLIDAYS: NEW YEAR'S EVE AND DAY, EASTER, MEMORIAL DAY, INDEPENDENCE DAY, AND
LABOR DAY, BETWEEN THE HOURS OF 4:00 PM THE DAY BEFORE THE HOLIDAY UNTIL 9:00 AM THE DAY AFTER THE
HOLIDAY. IF THE HOLIDAY IS ON A SATURDAY, SUNDAY, OR MONDAY, BETWEEN THE HOURS OF 4:00 PM THE
THURSDAY BEFORE THE HOLIDAY UNTIL 9:00 AM THE TUESDAY AFTER THE HOLIDAY.
C) FOR THANKSGIVING BETWEEN THE HOURS OF 4:00 PM THE TUESDAY BEFORE THE HOLIDAY UNTIL 9:00 AM THE
MONDAY AFTER THE HOLIDAY.
D) FOR CHRISTMAS BETWEEN THE HOURS OF 4:00 PM THE FRIDAY BEFORE THE WEEK OF CHRISTMAS UNTIL 9:00 AM
THE FOLLOWING MORAY AFTER THE WEEK OF CHRISTMAS.
3. DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES FOR TEMPORARY LANE CLOSURES AND DETOURS.
1. REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE
OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
2. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND
WITHIN 5 FEET OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE UNLESS THE WORK AREA IS PROTECTED
BY BARRIER OR GUARDRAIL.
3. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN THE TRAVEL LANE OF AN UNDIVIDED OR DIVIDED FACILITY,
CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, NCDOT STANDARD DRAWINGS OR AS DIRECTED BY THE
ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
EDGE DROP-OFF BACKFILL REQUIREMENTS
1. BACKFILL AT A 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 AS FOLLOWS:
A) BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER.
B) BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
C) BACKFILL WITH AGGREGATE BASE COURSE (ABC) OR SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER AT NO EXPENSE TO THE PROJECT.
PAVEMENT MARKINGS
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FIELD SURVEY ALL EXISTING PAVEMENT MARKINGS WITHIN THE
PROJECT AREA, THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE TO MATCH EXISTING
PAVEMENT MARKINGS OR AS DIRECTED BY THE ENGINEER.
2. TIE-IN THE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
PERMANENT STREET BIGNAG
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DOCUMENT AND COORDINATE WITH THE ENGINEER ALL EXISTING
STREET SIGNAGE WITHIN THE PROJECT AREA. SHOULD THE CONTRACTOR REMOVE, DAMAGE, OR DEMOLISH ANY STREET
SIGNAGE WITHIN THE PROJECT AREA OR ALONG THE ROUTE TO THE PROJECT AREA, THE CONTRACTOR SHALL REPLACE SAID
REMOVED, DAMAGED, OR DEMOLISHED STREET SIGNAGE IN KIND.
TRAFFIC SIGNAL AND VEHICLE DETECTION EQUIPMENT
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DOCUMENT AND COORDINATE WITH THE ENGINEER ALL EXISTING
TRAFFIC SIGNAL EQUIPMENT, POLES, MAST -ARMS, ETC. WITHIN THE PROJECT AREA. SHOULD THE CONTRACTOR REMOVE,
DAMAGE, OR DEMOLISH ANY SUCH EQUIPMENT, THE CONTRACTOR SHALL COORDINATE WITH ENGINEER THE REPLACEMENT
OF SUCH EQUIPMENT AND SHALL INCUR ALL EXPENSES FOR THE ENGINEERING, MATERIALS, DELIVERY, AND INSTALLATION
OF SUCH EQUIPMENT.
2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE, VERIFY AND DOCUMENT WITH THE ENGINEER ALL
EXISTING VEHICLE DETECTION EOUIPMENT WITHIN THE PROJECT AREA. SHOULD THE CONTRACTOR REMOVE, DAMAGE,
OR DEMOLISH ANY SUCH EQUIPMENT, THE CONTRACTOR SHALL COORDINATE WITH ENGINEER THE REPLACEMENT OF SUCH
EQUIPMENT AND SHALL INCUR ALL EXPENSES FOR THE ENGINEERING, MATERIALS, DELIVERY, AND INSTALLATION OF SUCH
EQUIPMENT.
STAGING AREA
1. THE CONTRACTOR SHALL USE STAGING AREA(S) AS APPROVED BY THE CONTRACTING OFFICER. ALL EQUIPMENT SHALL
BE PARKED WITHIN APPROVED STAGING AREA(S) WHEN NOT IN USE.
PROJECT SCHEDULE AND TRAFFIC CONTROL STAGING
1. THE STAGING OF CONSTRUCTION AND TRAFFIC CONTROL OUTLINED HEREIN ARE MEANT TO PROVIDE GUIDANCE TO RELATE
THE MINIMUM REQUIRED TRAFFIC CONTROL FOR CONSTRUCTION OF THE PROJECT. THE ORDER AND IMPLEMENTATION OF THE
STAGES OUTLINED HEREIN MAY BE MODIFIED BASED ON LOCAL NEEDS, LOGISTICS, STAGING OF MATERIALS AND EQUIPMENT,
AND REQUESTS BY THE CONTRACTING OFFICER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL FULLY COORDINATE THE
ORDER OF CONSTRUCTION AND REQUIREMENTS FOR ALL TRAFFIC CONTROL WITHIN THE PROJECT AREA PRIOR TO
COMMENCEMENT OF ALL CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL ENSURE ACCESS TO ALL UNITS BY RESIDENTS AND EMERGENCY SERVICE VEHICLES AT ALL TIMES
AND SHALL ONLY BARRICADE THAT PORTION OF THE ROADWAY WHERE UTILITY WORK IS OCCURING THAT DAY.
3. MINIMUM ONE-WAY TRAFFIC SHALL BE MAINTAINED THROUGH INTERSECTIONS AT ALL TIMES. CONTRACTOR SHALL PROVIDE
TRAFFIC CONTROL FLAG PERSONNEL AS REQUIRED TO MAINTAIN SAFE TRAFFIC FLOW.
4. FOR EACH STAGE THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND SET UP THE ACTIVE WORK AREA TO
MAINTAIN SAFE TRAFFIC ROUTING AND MINIMIZE DELAYS. THE CONTRACTOR SHALL SET UP TRAFFIC CONTROL FOR THE
NEXT STAGE OR ACTIVE WORK AREA PRIOR TO THE RE -OPENING OF THE CURRENT WORK AREA OR INTERSECTION AND/OR
PRIOR TO MOVING TO THE NEXT ACTIVE WORK AREA.
5. UPON COMPLETION OF REQUIRED TESTING AND APPROVAL OF THE NEW MAINS, FITTINGS AND CONNECTIONS, THE
CONTRACTOR SHALL BACKFILL AND COMPACT UP TO THE TOP OF THE FINAL SURFACE COURSE. ONLY UPON APPROVAL
OF THE EARTHWORK AND FINAL SURFACE COURSE LAYER, SHALL THE CONTRACTOR BE ALLOWED TO PROCEED TO THE
NEXT STAGE OR WORK AREA.
6. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL INSTALL ALL TRAFFIC
CONTROL DEVICES, INCLUDING BUT NOT LIMITED TO DETOUR SIGNAGE, AND ADVANCE WARNING SIGNS IN ACCORDANCE
WITH NCDOT STANDARD DRAWINGS AND THE TRAFFIC CONTROL PLANS (TCPs) HEREIN.
7. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES REQUIRING INTERSECTION CLOSURES, THE
CONTRACTOR SHALL COORDINATE THE DATES, TIMES, AND DURATION OF THE INTERSECTION CLOSURE WITH THE ENGINEER.
ONLY UPON APPROVAL, SHALL THE CONTRACTOR PROCEED WITH THE INTERSECTION CLOSURE FOR THE SPECIFIED DATES,
TIMES, AND DURATION.
8. AFTER COMPLETION OF ALL WATER AND SEWER INSTALLATION WITHIN THE WORK AREA, THE CONTRACTOR SHALL
REPLACE ALL PAVEMENT MARKINGS AND STREET SIGNAGE.
LIST OF APPLICABLE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD DRAWINGS
1101.02 TEMPORARY LANE CLOSURES
1101.03 TEMPORARY ROAD CLOSURES
1101.05 WORK ZONE VEHICLE ACCESS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUM
1135.01 CONE
1145.01 BARRICADES
1150.01 FLAGGING DEVICES
DIV. 12 PAVEMENT MARKINGS, MARKERS, AND DELINEATION
(1200.XX)
E C F,, IVE-
.' 9012
e -
Im
LPET
Ir
w Par 5 Development Group
2860-B NC 5 Highway
0 Aberdeen, NC 28315
O
O
00 lid
00
,q0IT
CIO
o
C) CD
00 (D CI
N LL c Z
s_
�Uo c�
Z C)c
•Q N O m•U
N = ��NJ
co
>�U�
(9 V O L
� 0) 'LL
OWr U
�- U_ a Z
I■■I
�
SEAL
,ff,, lffff�fll,,,•
.• .�H CARS, •.
WD T RELEASED
FOR COWS TRUC T IOW
NO.
1 DATE
DESCRIPTION
Iyrolnsa m ;Mtrum lif o1 with We
Is IInteooftn 0 pr�i�I fpr �[� Ifrc
101.=Will wall fW dlI1T I. ras Q�ttO. MUN of .
10= an NHi dMWWt' +fIMlGut wlf"n p,IB IXS*lWi cW
Cal ty to Cali sign E"I Iwo. p rrlMd
a0apfrmllM
I
DATE: APRIL 19. 2012
CSE PROJ. W RHT-0010
DRAWN J BR
DESIGNED JOR
CHECKED GAR
PROD. MGR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
TRAFFIC
CONTROL
NOTES
TC-01
ii. 'S "T��; _ _ _- __ T. if :y f i; f.� ir�ri. i'�1�.-^.S_*"'f'rTR. 1�•
,.
�7
{{[I�� r �lf � 7 v Ar•, ��s � i . ';� 4�:,i :�• � s�(1; I_y� •,71 �J, i�. ! ! :� 1
� I r! ' Z 111 � 's ��,�•' fff+ 111

v
m
0 a
100' TO 200' RE E LAN
PREPARE]
ROAD
,C,• Z
TO STOP
t4SP
r H 0
48" '> W20-4
48" X 48" 48" % 48"
Z= m
20'
20'
MAX
MAX
m
mzD
50
ZHcn
I
c7 = z
♦ ♦ •
w:w=w.......:_ :.:µl.=tip. •
ADD
N ~
© B
Y
DOWN
TTRAFFIC
BUFFER BUFFER STREAM
Z50'
TAPER
SPACE SPACE TAPER
BE
4(1�
W
MAX
SO'-100'
50' MIN. 50' MIN. 100'
PREPARED
TO STOP
48" 48" X48"
48" % 748"
IR?
I
r
3G)
0
Da=
-coA
�0 z
o a n
y z v
m �
v
C.)
r
D G
z
m c 0
m
r- m o
m (A
m
v
MEET 1 OF 9
1101.02
v
�m
N�
=V)OO
n 0 n cn
1m-�z-4=D
-n Z y m
=(noo
z o r. -T
Pnnn
C�
O
z
Zmz
vNo r-
0 C C 1"E
zv W =
my m CD
Nr D
rc o
z-i a >
N Z v
r v
r- z D
0m r
1--1
v n c 0
D M O
<y =
11101.0
LEGEND
CONE
PORTABLE SIGN
FLAGGER
DIRECTION OF TRAFFIC FLOW
INSET FOR 2 LANE ROADWAYS WITH 2-WAY TURN LANE
ALL OTHER DEVICES ARE THE SAME AS ABOVE
CLOSED AL AL J�r CLOSED
1120-5 ♦ ♦ w20-5
48" X 48" ♦ 48" X 48"
TWO-WAY DOWN
TRAFFIC BUFFER BUFFER STREAM
TAPER SPACE SPACE TAPER
50'-100' SO' MIN. 50, MIN. 200,
GENERAL NOTES FOR FLAGGER OPERATIONS
1- REFER TO STD- 1101.11 SHEET 4 FOR SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
S- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE 18 PROVIDED TO THE FLAGGER.
(REFER TO STD. 1101.11 SHEET 2)
B- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. SUPPLEMENT FLAGGERS LOCATED
AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER
WHERE INTERSECTIONS ARE SIGNALIZED AND PLACE SIGNALS IN THE FLASH MODE.
9- FLAGGERS SHALL NOT STAND IN THE ROADWAY.
GENERAL NOTES FOR PILOT CAR OPERATIONS
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP), CONES MAY NOT BE REQUIRED ALONG WORK AREA,
AND AT THE DIGRESSION OF THE ENGINEER, CONES MAY BE OMITTED ALONG THE WORK AREA IF USING A PILOT CAR.
(NOTE: CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS).
n
- -4 PILOT CAR FOLLOW ME' AT A VISIBLE LOCATION ON THE REAR OF THE PILOT VEHICLE.
3 MOUNT SIGN G20
4- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO
THE END OF THE LANE CLOSURE.
5- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND INGRESS
FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS.
DETAIL OF SIGN PLACEMENT
SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF EACH ROADWAY
0
"" """ BEGINNING OF
CLOSED CLOSED MERGE TAPER
AHEAD
W20-5 W4-2L W2D-5
48" X 48" 48" X 48" 48" X 48"
-0Fr
t4-2L
X 48`r
SEE DETAIL OF
SIGN PLACEMENT
FLEFT LANE CLOSURE
SEE DETAIL OF
SIGN PLACEMENT
•• BEGINNING OF
40000 MERGE TAPER
•
TMIA BUFFER MERGE TAPER 5 DRUMS @
SPACE: SPACE L 20' SPACING
«
« 1 L
I
«
•—• • —• • �. •— • 7 •— • _W • • W-
s —
• • •
—
—
— — —'r• — • • —t
— • •
• —• ` • S
—
5 DRUMS @ MERGE TAPER BUFFER TMIA
20' SPACING L SPACE SPACE
BEGINNING OF
MERGE TAPER •
•
LEGEND
�• FLASHING ARROW PANEL (TYPE C)
TRUCK MOUNTED IMPACT ATTENUATOR(TMIA)
• DRUM
PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
TMIA
ROLL -AHEAD
DISTANCE
GENERAL NOTES
1- RIGHT LANE CLOSURES ON UNDIVIDED ROADWAYS ARE THE SAME AS FOR DIVIDED ROADWAYS AS SHOWN ON STD. 1101.02 SHEET 3,
WITH THE EXCEPTION THAT THE APPROACH WARNING SIGNS ARE NOT REQUIRED TO BE MOUNTED ON THE LEFT SIDE OF THE ROADWAY.
2- REFER TO NOTES ON STD. 1101.02 SHEET 3.
Tr
7'
N O
LL WJ
U
O CO Z
¢oJ
V r
o W }
Z Q
Qao
o j o
Q C
tea¢
m��
FN-1 N
CD
z LU
W
W P
I
N
1101.02
z
00
F-1
<o~c�ci
LL _j (L
O O O =
WQz�x
QUo[OFG'3-f
F- 2E LU
o�c�'nCC
Z ,jC
IL 1--1
EL
1-1LU
C]
LL O � 3
= o
Z ooms
�q J LU C)
< J V Z
U
LLIJ
�ZW
z
zJ_J
W
(!) a LU m
Eo.I O j 0
LUP �
1101.
v
o m
H 0
*
H Z
= CD 0
r- © -n � (p
mZ =-4
=-nzyrn
Z o cO o
=Homm
"Dyn
CA 0
Z
N
D
Z
m
N
mz
D
cn
jma=
CI]
c
D
Z
>
z
A
D
m
�RZIv
P1
��
Iv
m
O
C
RI
c
!A
�a
Z
D
m
1101.0
NO
LEFT
TURN
W20-17
48" X 48"
W20-7
48" X
250't
ND
LEFT
W20-17 TURNS
48" X 48" 3
a
25,
MAX.
101.1 TAPER 0
20' CONE
SPACING
,ME
3
aoseo
-
48" X "I,
— 1
A A
A
I
A--
A
— —
— 1
8'
18IA
-.
— — —
—
-
A,IF
+
b b
TMIA
DOWN
10:1 TAPER
ROLL -AHEAD
STREAM
20r CONE
DISTANCE
TAPER
SPACING
SEE NOTE 5
100'
©
APPROACH
BUFFER TMIA 50,
SHIFT TAPER_,NO
LfT
SHIFT TAPER
SPACE MIN. SPACE
1'1 L
TURNS
Lt L
w2D-17
48" X 48"
TRAFFIC
SHFT
NO
AHEAD
LEFT
W31-1
W1-4L
TUF NS
48" X 48"
48" X 48"
W2D-17
48" X 48"
LEGEND
UM TMIA
A CONE
r FLAGGER
PORTABLE
SIGN
DIRECTION OF TRAFFIC FLOW
GENERAL NOTES
1- REFER TO STD. 1101.11 SHEETS 1 8 4, FOR "L" DISTANCE AND SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE
LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC.
3- PLACE CONES ADJACENT TO THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
PLACE CONES SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25 FEET.
4- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THA
T STOPPING SIGHT DISTANCE I5 PROVIDED TO THE BEGINNING OF THE
APPROACH SHIFT TAPER. (REFER TO STD. 1101.11 SHEET 2)
S- TMiA 5 ARE REQUIRED WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR AS SHOWN IN THE
PLANS. WHEN USED, POSITION TMIA'S TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
6- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
z
o CD
Q
1" C) CDD U
LLJa.HZ
O O N =
I= Z
Q U C O IO-1-1
CIF- ~OW
at 0 CO
Z "
H
Q a
W
0
W
z
J
z
cc
cc cn v
0 L
CD
H0 Lou
.j LV W
i.�
o LU~ v
O Z 3: W
cc a
z
Z J < J
F ¢ cc
=�n=F-
W CL Q
LU FW- N
w
z
J
I
N
1101.02
�• EIVE' .
AY 0 212
201,
r
g
mom
1 EVELOPME T
w Par 5 Development Group
� 2860-B NC 5 Highway
o Aberdeen, NC 28315
O
0
00 , ^
2000
0 O 1
U�
O i
©
00 0a W O
a)NLLCZ
L_
Uo�r�n
NWj Zr�_C(D
Q a) p 0.2
N=(0 --,
N *,i,
,q U E
.U-
o m- U
�-- LL a Z
�
�1
~
Z,
UN0
SEAL
�►p .�r••'S5 �yq.
• '4
.r
4000. Noe
•• FS R�'' 0**%
hit
MOT RELEASED
FOR CONS TRUC T I aV
NO.
DATE
DESCRIPTION
fOP 0 with no cm - -A am * PJrii�MO
warn. as ao rf wumm 10 ,R rea. 18 Imadw aN M me m arflc
aroov al a cllo* far 11 sf mU OrmW.a. "ar am
10mr4 ar ral lattlon f11Q
OaallfIon Oy Col Sign E rrrfrs. PA gall bi Wfnplff
Ila ,,ify to Cal[ Sign"Ird". PA
r
DATE: APRIL 19. 2012
CSE PROD. a RHT_0010
DRAM JOR
DESIGNED JOR
CHECKED GAR
PROD. 10GR. GAR
MT. MISERY RD.
- LELAND, NC
DOLLAR GENERAL
PROJECT STATUS
92% FINAL DESIGN
TRAFFIC
CONTROL
DETAILS
TC-02
T r. - T - ,l i- — s�pr, -r7
+r t1� 1S{ Ii r'�! I Iryyl ��5}kd'S'+Fi d1t•tTy +� ry,
.t I , F I r• r' y I ' s 4 ± '� 1 r' `si '1 9 �' It + i A 7 •` ti T 1 I � P } . V f' f )t'i d` i
il,