SW6120306_APPROVED PLANS_20120412

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWI(!��D3�{O
DOC TYPE
❑ CURRENT PERMIT
P APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

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DOLLAR GENERAL
CIVIL SITE PLANS
BUFFALO I LAKE ROAD
HARNETT COUNTY, .NORTH CAROLINA I..w=
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ABERDEEN FORT BRAGG
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WILSON
70-0MITHFIELD
AYETTEVILLE
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LUMBERTON ELIZABETHTOwN
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DARL INGTON 76 74
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70 WILMINGTON
PROJECT LOCATION. MAP VICINITY MAP
AS OWNER OF RECORD, I (OR AS AGENT) HEREBY FORMALLY CONSENT TO THE
PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS
AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.
DATE OWNER AGENT SIGNATURE
NOT..RELEASED FOR CONSTRUCTION
STATUS: 97% FINAL DESIGN
- REGULATORY. REVIEW
STOP! CALL BEFORE YOU DIG
NORTH CAROLINA 811, INC.
NC ONE -CALL CENTER
2300 W. MEADOVWIEW RD., SUITE 227
GREENSBORO, NC 27407
� PHONE:
WITHIN NC: 811
OUTSIDE NC: 1-800-6324949
VWWV.NC811.ORG
ISSUED PROJECT PLAN SETS.
TS AM
135%
REMARn
10/14/2011
PRELIM DESIGN
CLIENT REVIEW
2/24/2'012
95% FINAL DESIGN
REGULATORY REVIEW
4/3/2012
96% FINAL DESIGN
REGULATORY REVIEW
4/11 /2012 .
97% FINAL DESIGN
REG. REVIEW — NCDENR DWO
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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 AN EXISTING SPARSELY
FORESTED PARCEL WITH ABOUT A 5% GRADE DOWNHILL FROM WEST TO EAST.
SITE IMPROVEMENTS WILL INCLUDE THE CONSTRUCTION OF A STEEL BUILDING WITH
PAVED PARKING LOT, LANDSCAPING AND STORMWATER MANAGEMENT FACILITIES.
APPROXIMATELY 1.6 ACRES OF THE SITE'S LAND WILL BE DISTURBED AS SHOWN WITHIN THE
LIMITS OF CONSTRUCTION.
BECAUSE THIS CONSTRUCTION DISTURBS MORE THAN 1 ACRE, AN EROSION AND SEDIMENTATION
CONTROL PERMIT FROM NC DENR WILL BE REQUIRED. BECAUSE THIS SITE IS WITHIN THE TOWN OF
ABERDEEN, SUBMITTAL AND APPROVAL OF STORMWATER MANAGEMENT MEASURES WILL BE REQUIRED
BY THE TOWN OF ABERDEEN AS PER ORDINANCE.
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,
CONCRETE CURB 8 GUTTER, AND CONCRETE PAVEMENT. ALL OTHER DISTURBED AREAS WILL BE
SEEDED/SODDED, LANDSCAPED, AND VEGETATIVELY STABILIZED AS REQUIRED.
A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED AS REQUIRED 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 WILL
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 DRY 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 6 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.
SITE LEGEND
EXISTING PROPOSED
CURB & GUTTER
CURB & GUTTER
CATCHING CURB (8 GUTTER)
PAVEMENTS
PAVEMENT SAWCUT LINE - --
NEW "STANDARD DUTY" ASPHALT PAVEMENT
NEW "HEAVY DUTY" ASPHALT PAVEMENT
NEW "NCDOT" ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
SITE IMPROVEMENTS
BUILDING/STRUCTURE
SIGNS
TOPOQRAPHY/GRADING
-1291 GROUND/GRADE CONTOUR (MINOR) 291
-- -*41- GROUND/GRADE CONTOUR (MAJOR) 291
3ee.55• SPOT ELEVATION
VEGETATION
TREELINE/WOODSLINE
STAND ALONE TREE OR BUSH
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 MINIMUM 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) REQUIRES THAT GROUND STABILIZATION OF DITCHES, PERIMETER AREAS, AND
SLOPES 3H:1V 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 REQUIRED TO INSTALL EROSION CONTROL DEVICES.
3. INSTALL SKIMMER SEDIMENT BASIN AS SHOWN ON DRAWINGS OR AS REQUIRED. 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.
S. 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 PLACING PERMANENT VEGETATION IN ALL DISTURBED AREAS.
UTILITIES LEGEND
EXISTING
COMMUNICATION
OHC
OVERHEAD CABLE LINE
UGC
UNDERGROUND CABLE LINE
T
TELEPHONE LINE
FO �.
FIBER OPTIC/TELEPHONE LINE
NATURAL GAS
G
NATURAL GAS MAIN
©
NATURAL GAS METER
POWER/ELECTRIC
OHE
OVERHEAD ELECTRIC LINE
UGE
UNDERGROUND ELECTRIC LINE
--iJrirCE
UNKNOWN ELECTIC LINE
PPo
POWER POLE
#
AREA LIGHT/LUMINAIRE
SANITARY SEWER
SS ----
PIPE
®
MANHOLE
coo
CLEANOUT
A A
---- SS
CO
0
STORM DR IN GE
SD STORM PIPE SD
CB I: Q CATCH BASIN, DROP INLET, a
OPEN -THROAT INLET
QD STORM MANHOLE OD
STORM OUTLET/ENDWALL
WATER
W
WATER MAIN
W -
V
FIRE HYDRANT ASSM.
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VALVE
®
WATER MANHOLE
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WATER METER
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 60% 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 Feel or 1.5 Tans/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;
QATE TYPE PLANTING RATE
PERMANENT SOO
Common Bermuda (Cynodon Dactylon)
PERMANENT SEEDING
September 1 - February 28 Solt Red Winter Wheal (Triticum Spelta). NO RYE GRASS 50 Ibs/acre
Common Bermuda (Cynodon Doclylon), hulled 25 Ibs/acre
Common Bermuda (Cynodon Doe lylon), unhulled 25 Ibs/ocre
March 1 - August 31 German (Setorio Itallca), 50 Ibs/acre
Brown Top (Setorio Ital)co), or
Fox Tail Millet (BraChlorlo Romosus). 50 Ibs/ocre
Common Bermuda (Cynodon Doctylon), hulled
ON GRASS -LINED CHANNELS, AND SIDF SLOPES
April 15 - June 30 Common Bermudogross 30 Ibs/ocre
TEMPORARY SEEDING :
September 1 - February 28 Solt Red Winter Wheat (Trllicum Speila). NO RYE GRASS 120 Ibs/acre
March 1 - August 31 German (Setorio Itolico), 65 lbs/ocre
Brown Top (Selarlo Italico), or
Fox Toil Miliel (Brachiaria Ramosum).
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT LARGER
THAN A QUATER, 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.
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 & 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
EROSION CONTROL LEGEND
TEMPORARY PERMANENT
-LOC- LIMITS OF CONSTRUCTION
SF SEDIMENT FENCE
TDDDIVERSION
DITCH/SWALE
TEMPORARY CONSTRUCTION
ENTRANCE
® INLET PROTECTION
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. & 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 a STORM DRAINAGE
IMPROVEMENTS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARDS & SPECIFICATIONS.
3.
CONTRACTOR SHALL PLACE AND COMPACT FILL MATERIALS FOR THAT
PORTION OF THE FILL UNDER PARKING AREAS, DRIVEWAYS, CONCRETE
TABLE OF STANDARD
ABBREVIATIONS
PADS, AND SIDEWALKS, COMPACT TO A DENSITY OF NO LESS THAN 95
PERCENT OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
APPX.
APPROXIMATELY
P.G.
PAGE
DETERMINED BY AASHTO METHOD T99. OTHER FILL MATERIAL SHALL BE
BLDG.
BUILDING
P.P
POWER POLE
COMPACTED TO A DENSITY OF NO LESS THAN 90 PERCENT OF THE MAXIMUM
STANDARD PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD T99.
CB
CATCH BASIN
R. BAD.
RADIUS
C&G
CURB & GUTTER
RCP)Ix;ci:o
coNCRETi: PIPE .
4.
CONTRACTOR SHALL INSTALL ALL MATERIALS FOR BUILDING PAD(S) IN
ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS (BY OTHERS) AND
CONC
CONCRETE
REQ'D.
REQUIRED
IN ACCORDANCE WITH APPLICABLE BUILDING. CODES.
OB
DEED BOOK
R/w
RIGHT-OF-WAY
DRAINAGE
DIP
DUCTILE IRON PIPE
SD
STORM DRAIN
E
EAST, EASTING
SF
SILT FENCE
1.
DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE
EA.
EACH
SO. FT.. SF
SQUARE FEET
AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EL., ELEV.
ELEVATION
SS
SANITARY SEWER
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS
DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO
ELEC.
ELECTRIC
STA.
STATION
WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED
TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL
EX., EXIST.
EXISTING
STD.
STANDARD
THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER
FES
FLARED END SECTION
SW
SIDEWALK
PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY
FF
FINISHED FLOOR ELEVATION
TBC
TOP BACK OF CURB
OR OTHER CONSTRUCTION.
FT.
FOOT. FEET
TEL.
TELEPHONE
HC
HANDICAP
TRANS.
TRANSITION
UTILITIES
HYD.
HYDRANT
TYP•
TYPICAL
1.
ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED
INN.
INVERT
w/
WITH
BY THE ENGINEER.
L.F.. LF
LINEAR FEET
WV
WATER VALVE
2.
ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE
NOTED ON THE PLANS.
MAX.
MAXIMUM
MH
MANHOLE
3.
THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES
USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF
MIN.
MINIMUM
THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MISC.
MISCELLANEOUS
THE REPAIR OR REPLACEMENT OF THE PIPE(S).
N
NORTH, NORTHING
4.
THE CONTRACTOR SHALL CONTACT THE LOCATOR AT 811 OR 1-800-632-4949
N/A
NOT APPLICABLE
BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES WHETHER INDICATED ON THE
NO.
NUMBER
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.
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1 '
NP575g720V9$ION POINT
, I Ei1.986.387.11 1
1 Zh278.7'
� I / �` ] 20' TIE LINE
I N 1 BTO GPS POINT
, DWELLING
to
�If54
10.41 '
cr
—
+ N13.26'24'E-----�- --- — - S16* 15'
'1 y` - - ----------------_ ---�—-----__ --- I -- --- p— 208.03, —� 15'S8•W ^ _
-+-- TIE LINE —
1 n 1 E 9 0e -�
- - 75 - _
co
PAVEMENT - F�� "� 1 `
� 27� �`- ANITARY 5 E _ LINES. 272- BUFFALO LAKE RURD "-----�
NO MANHOLES OBSERVED
• ' ( ASSUMED 8' FORCE ) OHE S� � ® SR N O . 1115
-
'� 60' R/W (PAVED)
LOT 3
1 1 S� 1.82 ACRES s� I LOT 2
�E MAP NUMBER 2007 -15 �\ MAP 6.70
ACRES
` HARNETT COUNTY REGISTER OF DEEDS � � HARNETT COUNTY REGISTER OF DEEDS
1 ZONED COMM
+ h, ONE, \ ZONED COMM
n►g
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
0
O
00 L0
E 00
O�
UM
o O `� U
� OD � U
�NMcZ
L
cow �' N
C)
a)Z O c U
a
ui = CD (n J
a� > co =
O) .
0�� LL
r-LLIZ Z
w>+
�..�U■il
SEAL
EXISTING CONDITIONS.
SHOWN ARE BASED ON
A TOPOGRAPHIC SURVEY
AS PERFORMED BY
STEPHEN R. SHEFFIELD
AND ASSOCIATES, P.A.
NO.
DATE
DESCRIPTION
MIS ,. hoaMhw . M we aO fi ana oalj traNnha
grNe. os an ratr,wnf of arvim is Inhr,Ob anti for +ns pkific
pKpCO wd @If&* far .mutes If mum Or"r mum 6z of pp
I�rppsr rsltw" an this Qelyy�grM �IhB0lhh grit ayM,p'lsahian a1y
00�1ian114b111ty 20 Cal II E+glryar6. pa WM'EUF
DATE: APRIL 11. 2012
CSE PROD. x RHT_0008
DRAVN JSR
DESIGNED JBR
CHECKED GAR
PROD. VGR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
7% FIN 9AL DESIGN - REG. REVIEW
EXISTING SITE
CONDITIONS
W-01
", ' .-.. , } - •'. ""' �^-r-,--�-*ter.-.� ' . . ' �•" `e.
"2•''I
�a�:'ia .�� �-.5 :�L•st� �.�...:�.__s_� 5•'__�.�—� _1-.._1.ui s_•i�' � �_� � �:_ — - ,L _ s.� �.

PLAN NOTES:
1. COORDINATE SITE WORK WITH OTHER ASSOCIATED WORK AS SHOWN ON THE
DEMOLITION (CD-01), GRADING PLAN (CG-01) UTILITY PLAN (CU-01), EROSION
CONTROL PLAN (EC-01), PLANTING PLAN (PL-61), AND CONSTRUCTION SEQUENCE (G-02).
2. ROADWAY SITE GRADING, AND UTILITY WORK SHALL OCCUR WITH THE LIMITS
OF CONSTRUCTION AS SHOWN ON THE EROSION CONTROL PLAN (EC-01).
3. SEE ROADWAY MARKING PLANS FOR ROADWAY PAVEMENT MARKINGS, AND
CENTERLINE STATIONING CONTROL.
4. ENSURE THAT NO PORTION OF PROPOSED LIGHTED PYLON SIGN IS NO CLOSER
THAN 10 FEET TO THE PROPOSED NCDOT RIGHT-OF-WAY.
5. SEE DOLLAR GENERAL BUILDING PLANS, SHEETS A-2 & E-2, FOR EXTERIOR
BUILDING LIGHTING.
SITE NOTES:
A. FINAL PROJECT SITE PROPERTY AFTER RECORDING OF MINOR SUBDIVISION IS 1.37 ACRES.
B. STORE DAYS AND HOURS OF OPERATION: SUNDAY THROUGH SATURDAY, 8 AM UNTIL 9 PM.
C. DOLLAR GENERAL STORE OPERATOR/OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE
OF.PARKING AREAS & DRIVE AISLES, LANDSCAPE BUFFERING, AND STORMWATER BMPs.
a D. LAND USE CLASSIFICATION = LOW DENSITY RESIDENTIAL.
co
;yW E. THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
cm to
197.53'
r------------------------..------------ F. BUFFALO LAKE ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN.
■3
,@
L --1 �� BENCH MARK
r-----'----------------------- 1 TOP NAIL &WASHER IN EIP
41' , NAV088 ELEV. - 265.72
o- I0 y
OD
� lm
20' l
DRAINAGE ACCESS—
r-----------------EZEMENf ---- ,
6' HT. CHAINLINK FENCE WITH OPAQUE 1 I 18'x46.5' CONC. PAD 1
SLATS OR 6' HT. WOOD FENCE, I I FOR DUMPSTER(S) `
(COLOR PROVIDED OR PAINTED I I AND DELIVERY AREA
TO MATCH BUILDING) FOR DUMPSTER I
ENCLOSURE, 16'x13' (MIN.) I I — 51l5' l
`- li ,a TBM
DRAINAGE ACCESS • . ■ m TOP NAIL & WASHER IN E I P
EASEMENT . , NAVD88 ELEV
• 272.09
5' 161x20' LOADING AREA
° I FOR ROLLTAINERS ■�
z
,
■
1
PROPOSED SLOPE I PROPOSED - 20' SETBACK
& LANDSCAPE 1 I DOLLAR GENERAL ..
' EASEMENT BUILDING ~
� I I
I
LOADING ZONE I— 3.5' 130' BUILDING
(NO PARKING)
15' x 50' I I STANDARD DUTY 9' SETBACK
ASPHALT PAVEMENT LINE(S), TYP.
HEAVY DUTY
ASPHALT PAVEMENT
- E z
t h I�► EXT. BUILDING/SITE
RAISED EDGE ;I' :I LIGHTING,TYP., SEE NOTE 5.
, ASPHALT CURB,I iD
TYP . I zoI
WHEEL STOPS,
,1A LIGHTED PYLON SIGN I �I TYP.
WITH UNDERGROUND
GPS OBSERVATION POINT
ELECT I C �` N,575,720.93
� 5798s208731 1
I I Zt278.7'
TIE LINE TO GPS POINT
1 R2rj N N34. 16' 18' E
w. p END TAPER / BEGIN 10.41
PC SITE DRIVEWAY Y P ROAD WIDENING.
STA. 11+99.4 /I�� 35'STA 14+06.5
' 36.3' LEFT R SETBACK/ 21.7' LEFT
r
ROW DIED. --- —__ ! _— - - POW DED_- - } SIG:15'
`__— -_ __--__ ---- -- ----- ` '°~ �E LINEB.w
-�__�_ STA. ROAD WIDENING.
�? BEGIN RIGHT -TURN NCDOT ___� _�-
X STING EDGE OF ASPHALT DROP LANE (PT) ASPHALT 13.9■ 52,1�
LEFT
n PAVEMENT ROADWAY \ STA 12+90.3 SECTION-
�' 36.3' LEFT---�_�---_--- —_ PROP LANE/�~�-
,� - ;—_--------i._--_--------_—_�- \ — BEGIN TAPER.15 00 EXISi'ING EDG� - - -�-
IO 00 STA5.0' LEF PAVEMENT ROADWAY ASPHALT �- _ m
- �- + PAVEMENT \
BUFFALO LAKE ROAD
BUFFALO LAKE ROAD
® SR NO. 1 1 15 r _
60' R/W (PAVED)-
��__�__
lFir
t \
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
AS SHOWN
•.u0
O
Acri �.
O
D
W
O
O
O
L
00
�0
O It
Uco
r r N
0 co
(n�
(,e)
w
00
CZ
a)Nli
o
U co
O
r�
C
aZo= U
�O. N O �•—
w =_ cD�NJ
>'TCUE
{�_OU.—
O LL
W
00 cu U
�LLd- Z
SEAL
o �y
y► : SS 4
•
NQT RELEASED
FOR CONS TRUC T I M
NO.
DATE
DESCRIPTION
s rognrwIdth Ins omcrprs wo Ou gm or"ented
Weir. at m insh u�+r Of yr In. is Ima mil � 11r aoceu:c
prom ON G imr W M�m 1, No pYDO " of ova
Fffore nlrmss on this Ocna~m rrrBwr ru Mrn wmhW1n#IQn Ono
OOOprlm b CO�1 Sign Ir r*Ors. Pa �rwbe viHMO
IMIlmilify to col Slgn (nglnW$. Ps
DATES APRIL 11. 2012
CSE PROJ. rfs RHT_0008
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
SITE -PLAN
CS-0 1

257 J 257 FOREBAY - fi 2 ' THICK C�SS "B" �AP ' -
1 WLIH -F- i& FABRIC) . SEE BAS DETAILS r 262
RIPRAP D I SS I PATOR . SEE DETAIL. SHWT8.1�
r
� 9 r 6
_1254 �.2 .�.----- �.-- -- - � �-----------------------------------
GRAPHIC SCALE INV. oU ? _ _ - 26m11
20 0 10 20 40 r2 + / � , 264
I
(IN FEET) r/-��' 1'' 2�p2 + .265
AS SHOWN 6'0 �D r . .....
i
1511 W
0 RCP
STORM PIPESur) N -� B�pRI�tGfi
26 w y _SM 5
N
AY CLEAN
cv 2�L CLE N �NLr
y -
I
c�N �.� ;=�NV�:•��OU7�1..�; FROM � 260 � 261 .
cu 7
ro
262 �
i y
/26 STOR INFILT '> I�N" ASIN.
51x5' CONC. SPLITTER '
BOX. SEE DETAIL / SEE SECT NS
-2 I 262 -" --- � � � �- � 268-
63 263.- _ - l 8'� W I DE ASS /
...... - - I.?. / FILTER TRIP/ ROOF DR- N /
7 INVERT- 272.5
264 I i5� 65 266 DIN E ACCESS
I !667-------------6. �� --- SCME"IVf r----- 26
5 i 267 2 69 `� -� 9
265 ;"~ I 26go 270 2'l0 l 1
ROOF DRAIN 27 �1 - 270
INVERT = 264.5 lob 272 27
_266 I ?3- 273 _ -
�267� I -- �-- p � - ,� 26
DRAINAGE ACCESS DS
EASEMENT N M i / \. Z S �. /275.50
I
26 o I� X / 0 �• z / W�IL CONWCTtON,
TO HEADER PEE , TYP .
269 r 2i5.4-t7SW �2 A
8' PVC ROOF D
I p I 275.4 F� 27 .Z HER PIPE T�CIN
/
PROPOSED SLOPE N
& LANDSCAPE � r � �\ 74.9 � ,, OOF DR -IN SPLITTER- BM.
EASEMENT 27 � i� / I INVERT - 269.8 /
I N I 1 275.4 tSW TRANS ION ASPHALT F4*I9H_G f DE /
L- _ _ I 274�3 G TO L DING/DUMPSTEK PAD. /
271 - I I \�� 5" RCP SF- ETAIL SHEFPDT-Q2. /
RIPRAP OUTLET PROTECTION I f STORMI P I PE, 2-7
275.50
APRON DESIGN I 1� 275.50 '
WIDTH AT PIPE = 4.0 FEET 1 I
WIDTH AT APRON END = 9.25 FEET I
LENGTH OF APRON (LA) = 8.0 FEET
APRON RIPRAP THICKNESS = 8.0 IN. I I I - 7 3 -­-0
RIPRAP CLASS ="A" (D50 = 3.6 IN.)
I 1 37 275.4 TSW 275.4 TSW /
4. -Z�4 m 274.9 F�
O / 2 .53
�274.50 /
(DRAINAGE �\ /
\ ACCESS 273.
272.74 FIGi I \EASEMENT�\ 68 2�4 2�
273.16 TBC /
�73.51 / 273.97 14 � 274.8 ,
T I 1i
CONC. DROP INLE �Q 27 .7
GRATE EL. = 272.7 �� L - v 274. 4 �
INV. OUT = 269.39 Z
20 �`�, , g /=N273I0 r 275.40
11 / • •
REMOVE EXISTING ► I �74147 / o
STORM PIPE AND �1T RMRPPP � , � � .�.
EXTEND DITCH FOR S 0 PIPE 274 �. 274
NEW STORM PIPE 274.03 1'[� -- - --- 27
-----"E?J_VE LA.Y ---- ----- = 272.3 -z- S 275.4 275 276 27 275
4-73 - - - - - - - 77
�p
.� 27 3
�f
274
I/
DRAINAGE AREA TO
ul PROPOSED INFILTRATI
c~v BASIN ( TYP. )
i
I � 275 r
I '
I �
I
-------- �-- ------------- - - 274. 2-1N 275.05 a 83 77.20
73 -2-- N 2 ` 278.66
SD AOL
/ 274.04± 274.83±
14L
/_ - 277.1
` OUTLET PROTEC ON 4�
212
(SEE TABLE, SHE CG-01
�4ND DETAIL, SHEETT-03) E
\275 ............
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 260.0, BACKFILL WITH SAND AS
SHOWN ON THIS PLAN AND DETAILS TO ELEVATION 261.0. 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).
9
4. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF PAVEMENTS
OR FINISHED GROUND.
5. SPOT ELEVATION ABBREVIATIONS:
FFE = FINISHED FLOOR ELEVATION (TOP OF BLDG FINISHED FLOOR SLAB)
FIG = FINISHED GRADE (ASPHALT PAVEMENT OR FINISHED GRADE OF PROPOSED GROUND
TSW = TOP OF SIDEWALK
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).
15"0 RCP OUTLET PIPE CONC. TOP SLAB WITH
6{"THICK TO RIPRAP DISSIPATOR MANHOLE ACCESS LID
SPLITTER WALL INV. OUT = 261.25 RIM ELEV. = 266.0
TOP ELEV. = 262.5 f
1 5110 RCP PIPE . - - °
C ,
INV. IN = 261.75
`
.e ri - APPX . _FG_
= 26`1.0
a
e ° a • LI
8"0 PVC ROOF
:
RA P DRAIN PIPE.
.
INV I N . = 262.35 "' ..:..;.. _
7'x7' SO.x 12" THICK
15"0 RCP SPLIT FLOW CONC. BOTTOM SLAB
PIPE TO BASIN. 5'x5' SO. CONCRETE BOX
INV. OUT = 261.50 (INTERIOR DIM.)
NOTES: PLAN SIDE
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.
STORM DRAIN SPLITTER BOX DETAIL
NOT TO SCALE
3' 10, 3'
Y ti ------ EL.-=-258.5
12" THICK - =----- - -- ----- -
CLASS "B" ` 5 X - - EL. = 257
RIPRAP X 12" THICK FILTER
- FABRIC
_ CLASS "B"
BOTTOM DIMS. � � - - 69 RIPRAP 12" THICK
25
9'x3.8' NOM. SECTION X-XZ&O
3' 3.8' 3'
15"0 RCP ,
STORM PIPE. -
�J� -
ml< INVERT PER EL . = 2--W.
0=CLI) PLAN. EL.257 FILTER
=
alm 12 THICK FABRIC
PLAN CLASS "B"
RIPRAP 12" THICK
RIPRAP D I SS I PATOR SECTION Y-Y
NOT TO SCALE
265
264
263
262
261
260
259
258
257
256
& Id"
WIMMiN
mmmmmmpm
p
mplr
rA_
0
E
N
LM
0
1
M
$1 ffl`
, WSAF
N
E
mmmm
ENEWER010,
Mr
MENEEM
MEMO=
mmmw"m
mm
m
265
264
263
262
261
260
259
256
257
256
BASIN SECTION A -A
NOT TO SCALE
APPX. 130'
265
264
263
262
261
260
259
258
257
256
BE
rAM,00
OR
0101ME
mm,Mklvkmm
ENAm"Em
MWAAM&I
-cm.
- a
RAPIN-00
Mm
mL-
pm
265
264
263
262
261
260
259
258
257
256
BASIN SECTION B-B
NOT TO SCALE
w
0
0
v o00
',
O
�oVM
o CD LU
� 00
O (V I.I_ I; Z
U .c o
�Z�cw
U)
a) (D�wE
O UL
C� � U-
o c� r U
li a Z
SEAL
VA �� ••
'Z►:•SS •
r
�; 03
FS B ' Vt
NOT RELEASED
FOR CONS TRUC T ION
NO. DATE I DESCRIPTION
nrtln. as m InstArlm
01w0�. aw e1 h
I�•�.r r.11alp al
owHpn' bI
DATE t
CSE PROJ. +�
DRAWN
DESIGNED
CHECKED
PRDJ. MO.
If
w1ttm 1 gdllpr1M10 l ad
1 sd11 e. w wW
Inca•.. ►l
APRIL 11. 2012
RHT-0008
JSR
JBR
GAR
GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
GRADING AND
DRAINAGE PLAN
CG-01

PLANTING LEGEND
LARGE MATURING TREE
c CREPE MYRTLE
X BLUE PACIFIC JUNIPER
LLiCJ MULCH
PERMANENT GRASS
- SOD OR SEEDING.
(COMMON BERMUDA, NOTE 3)
y PERMANENT GRASS - SOD.
(COMMON BERMUDA, NOTE 3)
I
1
t
,
,1
,
tt
tt
it
It
,1
ti
,
'i
t1
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 SEOUENCE (G-02).
2. UNLESS OTHERWISE NOTATED EXISTING TREES AND VEGETATION MAY BE CLEARED AND GRUBBED FOR
CONSTRUCTION OF THIS SITS FACILITY CLEAR GRUB AND PROVIDE TEMPORARY AND PERMANENT
STABILIZATION AND GROUND COVER IN ACCORDANCt WITH THE EROSION CONTROL PLAN (EC-01) AND
EROSION CONTROL NOTES (G-2).
3. GRASS SOD AND SEEDING SHALL BE IN ACCORDANCE WITH SOD & SEEDING SCHEDULE (SHEET G-02).
4. WORK SHALL OCCUR WITH THE LIMITS OF CONSTRUCTION AS SHOWN ON THE EROSION CONTROL
PLAN (EC-01).
PERMANENT GRASS SOD, TYP.
y '' y' y y= y k k k
y
• y � y �� � � k k k k
y-'1(p y _ k k k k k k k k k k
Ir ' -v c k
y0 y ' y v-
�yn k• k k k k k k k k '`
sue" y y k k k
rk 24'�+, k k k k
�y
y y y -4py y
y,' y
-4p ''svk
k k k
PERMANENT GRASS SOD, TYP, k y 0 T "A" B
I- { (FOR ].JMPSTER SCREEN) .
OPA HT. CHAINLINK FENCE
PROPOSED SLOPE I y I WIT S WOOD FENCE I
8 LANDSCAPE '� k I j PAIN T H BUILDING.
EASEMENT i k k-v I r
BLUE PACIFIC JUNIPER k 4 I CREPE
0 30' O.C., ALONG NORTH !I I MYRTLE
PROPERTYBOUNDARY k j
,t
k�' C
k � I
kl BLUE
I k PACIFIC
Ilk i JUNIPER—
.
Ik
k�
NEW LARGE
MATURING TREE
---------------------------------------------. _...-.. 1�.
,1------------------------__—__--------a--_----
,1
0
PERMANENT GRASS SOD, TYP.
n
0 1
PERMANENT GRASS SOD OR SEEDING, TYP.
♦ X k
..
kp
y iQ y
- -V-TYPE "C" BUFFER,
CREPE MYRTLES a 30' O.C.
MULCH
LARGE MATURING TREES
AT 30' O.C., TYP.
PERMANENT GRASS SOD OR SEEDING, TYP.
EXISTING
HARDWOODS
TO REMAIN
NEW LARGE MATURING
TREE, TYP.
15' WIDTH
TYPE A BUOER
EXISTING HARDWOOD
CLUSTER TO REMAIN
TYPE "A" BUFFER,
OPAQUE FENCE, 6' HEIGHT
w
PERMANENT GRASS SOD, TYP.
J �
PROPERTY LINE
A
TYPICAL BUFFER SECTION
NOT TO SCALE
6' HEIGHT OPAQUE FENCE
PLACED 1' INSIDE
PROPERTY LINE
GRAPHIC SCALE
30 0 15 30 60
(IN FEET )
AS SHOWN
Q ...y
V �
� d
DUB
W
Z
3
0
O
O
C0
00 U)
ItO01
O VM
w
z
w
� N U
o a, L
+'D (E
O) O
{V LL, c Z
L
cn v m N
o
a) 0CU
.QNO0)0
4)
4,1
.= NoVU (D
' LL
o M.E U
�ILa Z
Yl
U■■�
SEAL
,.*..............
.• tA aRq, •,
ss' '
00
v '••G .�
S
A�♦
NOT RELEASED
FOR COINS TRACT I M
NO.
DATE
DESCRIPTION
Gas►rfiln. rs an a+v ejleN d Is inr«ts.A p,l *a nr �.Giftc
aroot. elrw�r fa ,�i+ia,rew 1• .aa ar�oarw. �.uw d s+a
rs¢mer rN IQps On rnrs gg0jM- •I;ZL%nrrlsn WNWIZerlee ON
awl- 1�7COnrim11 to rrnOrt
IAf1W'liIar . ft
DATE= APRIL il. 2012
CSE PROJ. 0 RHT-0008
DRAW JBR
DESIGNED JBR
CHECKED GAR
PRDJ. MGR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
PLANTING PLAN
P L-01

V)
a
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.
STANDARD DUTY ASPHALT DETAIL
NOT TO SCALE
HEAVY DUTY ASPHALT DETAIL
NOT TO SCALE
On Ko °� c9�nUn oovr? fff ;
STANDARD DUTY CONCRETE DETAIL
NOT TO SCALE
HEAVY DUTY CONCRETE DETAIL
NOT TO SCALE
1.0" ASPHALT SURFACE
COURSE, TYPE S-9.5A
2.0" ASPHALT BINDER
COURSE, TYPE I-19.OB
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
2.0" ASPHALT SURFACE
COURSE, TYPE S-9.5A
2.0" ASPHALT BINDER
COURSE, TYPE I-19.05B
8" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
5" 3,000 PSI CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE)
- 6" 3,000 PSI REINFORCED CONCRETE
- 6" COMPACTED AGGREGATE BASE
- COMPACTED SUB GRADE
PAVEMENT SCHEDULE
Q
PROPOSED
1" ASPHALT CONCRETE SURFACE COURSE, TYPE S 9.513
0
PROPOSED
2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I 19.013
©
PROPOSED
3.5" ASPHALT CONCRETE BINDER COURSE, TYPE B 25.013
OT
EARTH MATERIAL
V
EXISTING
PAVEMENT
OV
COMPACTED
SUBGRADE
2' 12' TYPICAL FOR
PAVED RIGHT TURN LANE
SHLD (NOTE 3)
Sol, MATCH EX.
� ll ROAD GRADE
t T
A
6' TYPICAL 11' - 12'± (VARIES - SEE PLANS
(NOTE 2)
GRADE POINT
(NOTE 1)
)F — — EX. GRADE — _ —
U
SAWCUT AT EDGE OF EXISTING ASPHALT
AND TIE TO EDGE OF REMAINING ASPHALT
NOTES:
1. GRADE POINT IS LOCATED AT EXISTING EDGE OF ASPHALT PAVEMENT. EXISTING ROADWAY
CROSS SLOPES VARY, CONSTRUCT ROADWAY WIDENING TO MATCH EXISTING CROSS SLOPE.
2. SEE PLANS TO ADJUST DIMENSIONS FOR WIDENING, TAPERS, SLOPES, RADII, ETC.
3. SECTION SHOWS THE ADDITIONAL PAVEMENT FOR THE 12' RIGHT TURN LANE TO BE
..CONSTRUCTED (WHERE APPLICABLE AS SHOWN ON THE PLANS).
FULL DEPTH ASPHALT MCDOT PAVEMENT SECTION)
FOR NEAR —SIDE ROADWAY WIDENING AND RIGHT TURN LANE SECTION
NOT TO SCALE
1
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NOT RELEASED
FOR CONSTRUCT ION
NO. DATE DESCRIPTION
nRNM at 111if�'�� of M'♦IOM 4 Infwgp onlyi for -Ind sps�lilC
O�OOp Ono Nl�f ipr iHdh I• .Ot Ross. INus� W a+a
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to an y 111 SM COI I Inner P► sn011 6! rl"ma
�! 14� irglnslrs. n
DATE: APRIL 11. 2012
CSE PRO.I. RHT_0008
DRAWN JOR
DESIGNED JBR
CHECKED GAR
PR0J . 10GR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
DETAILS -
PAVEMENTS
DT-01

STANDARD STATE
APPROVED HANDICAP
SIGN INSTALLED ON A
METAL COLUMN AT THE
PROPER HEIGHT RE01D.
PROVIDE ADDITIONAL
SIGNAGE BELOW THE
HANDICAP SIGN AS
REQUIRED PER
REGULATIONS.
BOLT SIGNS TO
GALVANIZED METAL
PIPE COLUMN
0 0
6" DIA. CONCRETE
FILLED STEEL PIPE
BOLLARD, PAINTED
YELLOW
CONCRETE SURROUND
AROUND PIPE COLUMN
BOL
HAL
PAP
AS
' -
I
III—
BOI
PA
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
STANDARD
PARKING SPACE
STRIPING
H.C./SHOPPING CART RAMP TO BE NOTE:
CENTERED ABOUT THE FRONT DOOR. ALL HANDICAPPED RAMP AND ACCESS
AISLES SHALL MEET ALL CODES AND
ADAAG REGULATIONS.
COLORED TOOLED/SERRATED
61_011 SIDEWALK SLIP RESISTANT SURFACING
AND/OR TACTILE WARNING
40 DEVICE AS REQUIRED BY
AMERICANS WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
o
N AND CODE REQUIREMENTS
O � = a= ^ cJn 1 : 10 MAX. SLOPE PAINTED
p YELLOW
BOLLARD WITH HANDICAP
1:10 MAX.,/ PARKING SIGN, AS
SLOPE REQUIRED.
51- -- � —011
WITH
kP 4" PAINTED STRIPES -
SIGN,
D. H.C. BLUE COLOR @ 2411
_
o O.C. AT 45 DEGREES.
D o
D YELLOW 4" PARKING SPACE STRIPE.
BLUE COLOR.
[__—PARKINGSTANDARD
SYMBOLCAP PAINTED
81-0'. 101-011 8 1 _011 ON PAVEMENT.
BLUE COLOR.
HANDICAP PARKING DETAIL
NOT TO SCALE
a
BV ZL
0 orNG 111.
P5.
0
-- h
°
�• a e e ° n n 0 n n ZI e SIO P
o p nNG[MGEN I 9 �T 1ti F JOS
• 4 n _ � - ' s Yam` - 4 D � � ° - e � d % ��Od/L�� ��V,`!`F^
Ins
Ink
s _
6,r HEIGHT
CURB, TYP.
TRANSI TION FINISH GRADE
OF A SPALL T PA VEMENT TO
LOADING DOCK AND PAVEMENT TRANSITION DETAIL MEET FINISH GRADE of
CONCRETE PAVEMENT .
NOT TO SCALE
CONTINUOUS LINES STRAIGHT ARROW
EDGE LINE - 201 1
YELLOW OR WHITE DIAGONAL LINE
co 1211 �
YELLOW OR WHITE T_ .
1 4 1 1 —
(TYP.)
STOP BAR
N 1211
WHITE
WHITE
NOTES:
1. USE THE COLOR WHITE FOR ALL PAVEMENT MARKING
SYMBOLS WITHIN PARKING LOTS.
2. DO 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.11 SYMBOL DIMENSIONS CAN
VARY AMONG MANUFACTURERS, THEREFORE
SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER,
ALL SYMBOLS ARE REQUIRED TO BE APPROVED
BY THE ENGINEER.
PAVEMENT MARKINGS (FOR
PARKING LOT) DETAIL
3611
M
slp�
co
STOP
<k I to
NOT TO SCALE
o
= w 1/11
o Lj
>V)oo
- ova
a�0 METAL POST METAL POST SECTION
(TYP.)
NOTES:
HANDICAP PARKING. 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,(11
o HOLES FOR ALIGNMENT WITH HOLES IN METAL POST. MOUNT
i WITH 346"x 2%" BOLTS, TOP AND BOTTOM OF SIGN.
N 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
ORLTHAT ARE CONTRARY TO THE PLANS. NO SEPARATE, PAYMENT
SIGN POST DETAIL
NOT TO SCALE
G• _ OJT
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�• H CAR ''•
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40001.
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NOT RELEASED
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NO.
DATE
DESCRIPTION
oa afs gfls prrar.fas
lyrall of as Im"wunt of Jar*Ica. 1s IM�paa and)7 far fly slp�Clftc
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Iso•aor rNlann Ort Mis OOCua1rM IIIlHalf wiffall a�M1ar1=allan a.s
~Ian
i1011if�5M C011fsl� Eaft WWII y rlmow
'
DATE: APRIL 11. 2012
CSE PROJ. a RHT_0008
DRAW JBR
DESIGNED JBR
CHECKED GAR
PROD. WR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
DETAILS
SITE
DT-02

INSTALLATION:
1. EXCAVATE SUBGRADE BELOW DESIGN ELEVATION TO ALLOW FOR
THICKNESS OF FILTER AND RIPRAP. INSTALL RIPRAP TO MINIMUM
THICKNESS OF 1.5 TIMES MAXIMUM STONE DIAMETER. FINAL
STRUCTURE SHOULD BE TO LINES AND ELEVATIONS SHOWN IN PLANS.
2. CONSTRUCT APRON ON ZERO GRADE. IF THERE IS NO WELL-DEFINED
LENGTH OF
2' MIN.
CHANNEL, CROSS SECTION MAY BE LEVEL OR SLIGHTLY DEPRESSED
APRON (LA)
COMPACTED TOP
WIDTH VARIES
IN THE MIDDLE. IN A WELL-DEFINED CHANNEL, EXTEND RIPRAP AND
EXISTING
Dal
FILTER TO THE TOP OF THE BANK OR AS SHOWN ON PLANS. BLEND
GROUND
PROVIDE ROLLED EROSION CONTROL
RIPRAP SMOOTHLY TO THE SURROUNDING LAND.
PRODUCT (RECP) IF INDICATED PER
3. COMPACT ANY FILL USED IN THE SUBGRADE TO THE DENSITY OF
__
PLAN TABLE
THE SURROUNDING UNDISTURBED MATERIAL. SUBGRADE SHOULD BE
SMOOTH ENOUGH TO PROTECT FABRIC FROM TEARING.
r
FINISH
4. INSTALL A CONTINUOUS SECTION OF EXTRA -STRENGTH FILTER-
r"
o
GRADE
i i� '-
i
FABRIC ON SMOOTH, COMPACTED FOUNDATION.
�:
z
I
DEPTH VARIES. SEE PLANS FOR DITCH
5. PROTECT FILTER FABRIC FROM TEARING WHILE PLACING RIPRAP
A
w -. ,C
SIDE SLOPES AS INDICATED PER
BOTTOM ELEVATIONS. ENSURE 16" MIN.
WITH MACHINERY. REPAIR ANY DAMAGE IMMEDIATELY BY REMOVING
-
a A
zz
GRADING PLAN. DESIGN AS
BOTTOM WIDTH DEPTH.
RIPRAP AND INSTALLING ANOTHER SECTION OF FILTER
_
LL
INDICATED PER PLAN TABLE.
PER PLAN
FABRIC. UPSTREAM SECTION OF FABRIC SHOULD OVERLAP DOWN
a
2:1 MAX. (TYP.)
STREAM SECTION A MINIMUM OF 1 FT.
}�
a_ t_
SECTION
6. IMMEDIATELY FOLLOWING INSTALLATION, STABILIZE ALL
—
a
DISTURBED AREAS WITH VEGETATION AS SHOWN IN PLANS.
-
��_
-.�_
DESIGN NOTES:
-SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
;��
COMPACT 2' WIDTH ALONG TOP
OF DITCH ( TYP EACH SIDE)
1. LA IS THE LENGTH OF THE RIPRAP APRON.
.
2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER
STABILIZE TOP, SIDE SLOPES
BUT NOT LESS THAN 6".
AND BOTTOM OF DITCH WITH v
\
\\\�\\\\\\\�\\\\\
SIDE SLOPES AS INDICATED PER
3. IN WELL-DEFINED CHANNELS EXTEND THE
PLAN VIEW
PERMANENT SEEDING OR SODDING.
CONTROL
\ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \
GRADING PLAN: DESIGN AS INDICATED
APRON UP THE CHANNEL BANKS TO AN
USE EROSION NETTING
� --------
-------
PER TABLE 2:1 MAX. (TYP.)
ELEVATION OF 6" ABOVE THE MAXIMUM
OR RECP LINER AS INDICATED /
TAILWATER DEPTH OR TO THE TOP OF THE
ON PLANS. � w
����f ����������� DITCH BOTTOM WIDTH
AS PER PLANS.
BANK WHICH EVER IS LESS.
/ '�
� � � � � � �
� � � � � � � � � � � INDICATED
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
�-�,_
FILTER FABRIC OR BLANKET
BE INSTALLED BETWEEN THE RIPRAP AND SOIL
DITCHLINE. CONSTRUCT AT
FOUNDATION.
--
- -�:
- -
LONGITUDINAL GRADE AS
"
D
PLAN
VIEW INDICATED PER PLAN TABLE
OUTLET PROTECTION USE:
NOTE: STONE CLASSIFICATIONS OF CLASS
B REQUIRE A SUBLAYER OF
DIVERSION DITCH USE:
DIVERSION DITCH MAINTENANCE:
A STRUCTURE DESIGNED TO CONTROL EROSION AT THE
CHANNEL OR CONDUIT. USED TO PREVENT
FILTER FABRIC OR FS-2 FILTER STONE WITH
A BEDDING THICKNESS
A PERMANENT RIDGE, CHANNEL, OR COMBINATION
MAINTAIN PERMANENT DIVERSION DITCHES BY INSPECTING
OUTLET OF A
EROSION AT THE OUTLET OF A CHANNEL OR CONDUIT BY
SECTION A - A
THEREOF CONSTRUCTED ON A DESIGNED GRADE
AFTER EVERY RAINFALL DURING CONSTRUCTION OPERATION,
REDUCING THE VELOCITY OF FLOW AND DISSIPATING
ACROSS SLOPING LAND. USED TO DIVERT WATER
AND AFTER SIGNIFICANT (1/2-INCH OR GREATER) RAINFALL
ENERGY.
FROM AREAS WHERE IT IS IN EXCESS TO LOCATIONS
EVENTS AFTER STABLIZATION. IMMEDIATELY REMOVE
WHERE IT CAN BE USED OR RELEASED WITHOUT
OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE
OUTLET PROTECTION DETAIL
EROSION OR FLOOD DAMAGE.
DIVERSION RIDGE(S). CHECK OUTLETS, AND MAKE TIMELY
OUTLET PROTECTION MAINTENANCE:
REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
NOT To SCALE
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. .
MAINTAIN THE RIPRAP OUTLET PROECTIDN BY INSPECTING.
THE STRUCTURE WEEKLY AND AFTER SIGNIFICANT (1/2-INCH
OR GREATER) RAINFALL EVENTS TO SEE IF EROSION AROUND
TEMPORARY &
PERMANENT DIVERSION DITCH
OR BELOW THE RIPRAP HAS TRANSPIRED, OR IF STONES HAVE
NOT TO SCALE
BEEN DISLODGED. IMMEDIATELY REPLACE STONE AND/OR
FILTER FABRIC TO MAKE REPAIRS AS NEEDED TO PREVENT
FURTHER DAMAGE.
FINAL BACKFILL PER
SPECIFICATIONS
FINISHED GRADE .
-_-_-_ 12-
INITIAL BACKFILL
-_-_-_-_-
COMPACTED IN 6'
-
LAYERS ( MAX ) AS
-
SPECIFIED7.
r =
8' MIN SIDE CLEARANCE
12• MAX SIDE CLEARANCE
.(TYPICAL)
O�D
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
0
vm
H' z
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SHEET 1 OF 1
840.14
i
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WITH GRATE $ FRAME REMOVED
(DI SEE NOTE
6 "
''." WEEP HOLES
BRICK COPING(INCIDENTAL)
TOP ELEVATION
-- STD. 840.16 FRAME
& GRATE
S rr
6 rr
"-- DOWEL(SEE NOTE)
SECTION X-X
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 !HATCHING.
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.
B 6"
s
I
MAX. PIPE THIS SIDE - 18" m
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
BOTTOM
SLAB
WALL PER
FT. HT.
IT
FOR 11114
rt
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2r-3"
0.648
0.0231
0.036
18"
2' - 6'r
0.703
0.033
0.049
24"
3r-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6'r
0.222
0.222
0.925
0.092
0.127
#4 BAR
T
6"
DOWEL
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= 0 375
B.
r
NOT RELEASED
FOR CONS TRUC T ION
NO.
DATE
DESCRIPTION
i f. togstt� with /tr C01Cs9is ana as.q�t pnse+he
rNswe". a do Inlr�psnF Of s�lrtry. is tnrrtlW qnl} Iqr rry tl it:
o rpm am Ct ts"t for chic tt .oa Rst>o�s0. Mufs of ow
IyraW rsti.f* m Ads Asn/sronf -Input rttFwl WIN* =pribf Wd
ooat>IIon
I[orIIfyfo CarI SI'n bvinwir's'. h "t
t
DATE: APRIL 11, 2012
CSE PROD. a RHT_0008
DRAWN JBR
DESIGNED JBR
CHECKED GAR
PROD. MGR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
DETAILS -
DRAINAGE (ADD'L)
DT=03

v m CONTINUOUS LINES SKIP LINES MINI -SKIP LINES o r} H3 �
D"o� EDGE LINE u
r-om_jo A 4 /6 aF
_ LL J CL 1--1 z
1--1 z'-4 n YELLOW OR WHITE � O 0 Cn m
=-nnnm 10' SKIP LINES 2' MINI -SKIP LINES �v¢ox
x v O O TURN LANE LINE YELLOW OR WHITE YELLOW OR WHITE _ z H
z1..lomm
nLLI
=�Z - - - - 4"/B" OHWO<
- n n y WHITE - i�tj F �O O � ¢
_- j I z .Hac
C�<O y 4"161'* 0 E= 4"/6"* Q
z CENTER LINE LLJ p
YELLOWY
40' 15'
GORE LINE A
F'��v � ;µ; 8"/12"*
Z WHITE O
O LL
a c DIAGONAL LINE z !a
C x 1-1 z
Iri m > YELLOW OR WHITE Y p w
mD cr
a o CROSSWALK LINE
m v - _ - - _ _ - - _ _ - - _ - - _ E"124">f GENERAL NOTES ¢ W N
N > - -WHITE - 1- WHERE TWO WIDTHS ARE INDICATED, THE FIRST WIDTH APPLIES TO A rm
N W
1..1 "NORMAL" WIDTH LINE, THE SECOND WIDTH APPLIES TO A "WIDE" LINE. _
z R / R LINE 2- "WIDE" LINES ARE REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN H 4
cn DIRECTED BY THE ENGINEER. REFER TO PAVEMENT MARKING GUIDELINES. J
WHITE' Lu
STOP OR TRANSVERSE BAR
11� i24"
HEET 1 OF 2 - - ' ' _ SHEET 1 OF 2
1205.01 WHITE 1205.01
v
vm
H' z
77�00
r071__j(n
mz =�
_-nZDm
x cn C O
z " -0 r- T1
O
C7I--I
DD
Cn 0 I
0
Z
EDGE LINE OFFSET DETAIL
REFER ALSO TO TABLE 1
E.O.P.
CENTER LINE OFFSET DETAIL
m
z
0
C
=
3
CD
om
m
I
z
Z
D
N
�a0
U'�v
N
x
z
H
z
to
T
0
_
11205.01
rL —
LANE LINE OFFSET DETAIL
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.P.
MINIMUM LANE
WIDTH
16' - 18'
2"
8' . 9'
19'
4"
9'
20,
6"
9. 5'
21'
a"
10'
22'
loll
10'
23'
10"
10.5'
24'
1'
11'
26'
2'
11'
28'
2'
12'
30'
3'
12'
32,
4'
12'
3" fill
3'
LEGEND
W = WIDTH OF TRAVEL LANE
M DIRECTION OF
M TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
OFFSET DETAIL
w
SEE EDGE LINE
OFFSET DETAIL
SEE EDGE LINE
OFFSET DETAIL
SEE CENTER LINE
OFFSET DETAIL
TWO-WAY UNDIVIDED ROADWAY
WITH TWO-WAY LEFT TURN LANE
W 0
z
O O
H �
1Za d=
LL Ja.1-1
ooNx
°C z
H-Qcr-oo
c~n~OW
QONat
Z �>
H H
a
Lu C p
—_ -- _---_---------_ --- xo
w— -- -- —----- -- o cori
W -- — -- M z Z
SEE EDGE LINE
SEE CENTER LINE Q OFFSET DETAIL OFFSET DETAIL p � �
x w
z Z LL
w
¢ W o
W
SEE EDGE LINE MULTI -LANE ROADWAY
OFFSET DETAIL Q
_j a
J
C')
W w
W
SEE EDGE LINE SEE LANE LINE
OFFSET DETAIL OFFSET DETAIL
SHEET 2 OF 2
1205.01
v
DIRECT TAPER TURN LANE
TURN LANE BAYS c 125 FT.
z
a
STRAIGHT ARROW
RIGHT OR LEFT TURNF
COMBINATION STRAIGHT
COMBINATION LEFT &
v _0
WHITE MINI -SKIP LINES
WHITE WHITE MINI -SKIP LINES
}
~20
Q -0
ARROW
AND LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
z
p
1.1-
H - z
N O O
n
END OF TAPER .
�- -- -
TURN -LANE -
LINE TAPER
z x U
D" O=
6 -4
Z
1--1 m
r O _n -{Cn
m Z x
TAPER
Llw
TURN LANE ARROW CENTERED
I-i 0
LL -1 O 1--1
p O a= Z
r O O
H Z 2 n
36"
8„
98"
= SAVE DIMENSIONS APPLY AS FOR
-a =. THE LEFT/RIGHT TURN ARROW
U
W J ELH�
BAY IN TURN LANE BAY
-
OO�i�All
v - _
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TURN LANE BAYS 125 - 250 FT.1 WHITE MINI -SKIP LINES
n=�z
WHITE TURN -LANE LINE -
- -
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COMBINATION LEFT & STRAIGHT
f!] H O
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e = _ -' - m
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& RIGHT TURN ARROW
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60'
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14" T
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R=40"
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SAME DIMENSIONS APPLY A5
I LLJ Q
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TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
�H�-
12 r'
i I
N = 4f'
-= FOR THE COMBINATION STRAIGHT
- AND LEFT/RIGHT TURN ARROW
250' WHITE MINI -SKIP LINES
R=40"
12"32
12" „
WHITE TURN -LANE LINE
R=28"
_ _ _
r r S
RAMP ARROW
TAPER
m
84
x
m
MERGE ARROW
Z
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TURN LANE BAY
O
W
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r r ca
(OPTIONAL) A�
FOR WRONG -WAY MOVEMENTS
ON FREEWAY AND EXPRESSWAY RAMPS
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CRYSTAL/RED $�_ „
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LEFT TURN LANE DEVELOPED FROM 2-WAY TURN LANE
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PAVEMENT MARKER
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INE
WHITE �ENGTOFLBAY AND LAST ARROWS WHITE MINI -SKIP LINES
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_ 2-WAY TURN LANE
- - - - - - - _
Q Z
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B„ - — --- -------------- — -� —
— — OF RAMP
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TURN LANE BAY 160,
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TYP., B., 2'-6"
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r
H
—
I—LLI cc
PAVEMENT MARKING LINES, NUMBER OF ARROWS,
ARROW SPACING APPLY AS FOR THE
cn
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Cl)
W
1„1
AND VARIOUS
x '
Z I-i
Z
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
N Q
GENERAL NOTES
O
N
WHITE TURN -LANE LINE ITE MINI -SKIP LINES
WHITE
1t LENGTH OF BAY WHITE TURN -LANE LINE
0
y
O
LENGTH OF BAY UP TO 250' MAX. _ - _ - _
WHITE MINI -SKIP SPACING F c ;
C7
W
-n
Oro
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
r04' RAMP
AT EXIT RAMP
d
Z
MAY BE REDUCED TO 8: — — —
r
W
INSTEAD OF THE 13 TAPER
STANDARD SPACING
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
,� 60,
CENTER BETWEEN FIRST
TURN LANE BAY AND LAST ARROWS
3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
�
UNLESS APPROVED BY THE ENGINEER.
»
LEGEND GENERAL NOTES
1- APPLY ALL TURN LANE MARKINGS AS SHOWN FOR RIGHT S LEFT TURN LANES.
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4
PAVEMENT MARKING
SYMBOL 2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS
AS DETERMINED BY THE ENGINEER. 11205.05
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
100,
HEET 1 OF 1
SHEET 1 OF 1
HEET 1 OF 7
SHEET 1 OF 7
1205.05
1 2 05.0 8
1205.08
W
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NOT RELEASED
FOR CONS TRUC T IM
NO. DATE DESCRIPTION
►weir. of of I".Irum-OM d .R In, a I'M&nOW oilyr fly >Ip�Glflp
7—
icalby am Cl i.nl fW sh Cn 11 on OrWWO& ..lw. of ola
i4imps O" l.f, mOf'M wino* IR I /M olrKar l=blian od
Col I Sig" bql n s. y ✓loll a wino*
lwi 1lflr to Cal I Slgn 4g1rl. a. N
DATE: APRIL 11. 2012
CSE PROD. s RHT-0008
DRAWN JBR
DESIGNED JOR
CHECKED GAR
PROJ. MGR. CAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
DETAILS -
ROAD MARKING
mvr*Twl,

F:HANNELIZIAIG ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
(CHEVRON)
n
z
oN
H
a
D"O x WHHITE GORE LINES I f 1Z-1 � (�3 V
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=-n>>m �1 H0CC0
`zoo—>� - --- - --- -- --- ---- 2 a H
zHoor� c~n�LL0�
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C! _ 2E WHITE O Q
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> DIAGONAL LINES - Z IN-1
> > (CHEVRON) F.>
IL
W
z CEDIAN ISLAND SEPARAVING TRAFFIC IN OPPOSING DIRECT IONS t a
DOUBLE YELLOW
CENTER LINES
2
�1
D YELLOW O
r (DIAGONAL LINES y
n N (2.1 SLOPE) Z
H 3 cl) CAGE OF PAVEMENT OR SH10ULDER ISLjANQ Y z
Z m D <
v v MEDIAN SIDE E.0..P. YELLOW 1)IAGONAL LINES O [/3
D OR SHOULE*R EDGE LINIE f--f
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t0i) /~` � D � � W �
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� �'00<N
0CL
o z
OUTSIDE E.O..P. WHITE WHITE W
OR SHOULDER DIAGONAL. LINE EDGE L]ENE
(2:1 SLO,PE)
GENERAL NOTES:
1- D=SPACING OF DILAGONAL LINES (TYPICALLY EQUAL IN FEET TO THE POSTED SPEED LIAIT).
2- INCREASE SPACIiWG OF DIAGONALS TO 200' OR MORE ON INTERSTATE ROADWAYS.
SHEET 1 OF 1 3- ADJUST SPACING OF DIAGONALS DEPENDING ON THE LENGTH OF THE IBLAND. SPACING SHEET 1 OF 1
♦ A O� O MAY BE AEU USTEI) AS DETERMINED BY THE ENGINEER . 1 205. 09►
A. BURY THE TOP END OF
THE LINER STRIPS IN A'
TRENCH 4 INCHES OR MORE
IN DEPTH. �'-___==__=___�
TAMPED
B. TAMP THE TRENCH FULL OF SOIL. BACKFIL
SECURE WITH A ROW OF STAPLES. 10 }
INCH SPACING, 4 INCHES DOWN FROM
TRENCH ��� _ ________-- ..............
-- -- ssr„
C. OVERLAP - BURY UPPER END OF LOWER %�//� ��`� lam/ ... ' s 's s - s'
STRIP AS IN 'A' AND •B'. OVERLAP END .. ,— ram.... ;
OF TOP STRIP 4 INCHES AND STAPLE. xss"; " ""=
_________ 5
SSS:'S5;'S:f:Si%;"':""st5'.5'S SS ss s
..."ss"s"ss"s;;
DOUBLE ROW -,, .........
OF STAPLES TAMPED
BACKF I LL „''s"s's'ss"s'ss's's 's's's's's's's 'ss's's's�'"s"s -
sssss"ss"sss%sss"ssss"s'sss
_
D. EROSION STOP FOLD OF
LINER BURIED IN SILT TRENCH
AND TAMPED, DOUBLE ROW OF
STAPLES.
NOTES
.1. INSTALL TACKED MULCH IN EXISTING DITCHES AT AREAS WHERE
DITCH IS DISTURBED UNLESS OTHERWISE NOTED.
2. INSTALL AND SECURE IN ACCORDANCE WITH REQUIRED RECP
LINER MANUFACTURER'S RECOMMENDATIONS.
TEMPORARY RECP LINERS
NOT TO SCALE
RECP LINER USE:
JUTE NET OR
ROLLED EROSION CONTROL PRODUCTS
STRAW WITH
(RECP) ARE MATS AND BLANKETS
NET
MANUFACTURED INTO ROLLS DESIGNED
TO REDUCE SOIL EROSION AND ASSIST
IN THE GROWTH, ESTABLISHMENT AND
PROTECTION OF VEGETATION.
{
RECP LINER MAINTENANCE'
INSPECT ROLLED EROSION CONTROL
2 INCH OVERLAP
PRODUCT (RECP) LINER AT LEAST
y OF LINER STRIPS
WEEKLY AND AFTER EACH SIGNIFICANT
WHERE Two OR
(1/2-INCH OR GREATER) RAINFALL
MORE STRIP
EVENT. ENSURE RECP LINER OCCURS
WIDTHS ARE ARE
WITH GROUND AND EROSION HAS NOT
REOUIREO.
OCCURRED BENEATH THE RECP. ANY
STAPLES ON 3'
AREAS OF THE RECP THAT ARE
TO 4' CENTERS
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE REPAIRED
PLACE STAPLES 4
AND STAPLED. IF EROSION OCCURS
TO 10 FEET
DUE TO POORLY CONTROLLED DRAINAGE,
THE SHALL BE FIXED AND THE ERODED
APART.
AREA PROTECTED. MONITOR AND
REPAIR THE RECP AS NECESSARY
UNTIL GROUND COVER HAS
ESTABLISHED.
zo
1.5'(TYP.)
TYPICAL STAPLES
NO. 8 GAUGE WIRE
0
co
co Li
co
q 09T
o VM
rr-N
C) CD
N� �6
a)cyLLcZ
L
(0Voc c
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aD 'Vq W E
_�o L
CD
o cc r U
ru-f2 Z
ISEAL
0�375
:'y4 ••may ,`
•••IN�4 • A;.
B.
NOT RELEASED
FOUR CONSTRUCTION
NO. I DATE DESCRIPTION
nlryln. as an IistruAnf Of SwTIQk IS Inignm OM7 mil» �KiNC
W-morroan Ord C110n1 is mjm It sin prom . � OI Otl
rN ipp an MIS �I.iMr�rt ■IllxW rittgn oulmo l=pFlan Ord
~on by Cal Sign [ngIn@wU }i Wei a rithplt
11,011117 to tali Sir% bVinwa. H
1
DATE: APRIL 11. 2012
CSE PROD. a RHT_0008
DRAWN JBR
DESIGNED JBR
CHECKED GAR
As
PROJ. MOR. GAR
BUFFALO LAKE ROAD
DOLLAR GENERAL
PROJECT STATUS
97% FINAL DESIGN - REG. REVIEW
DETAILS -
MISC.
IZ
DT-07