20140015 Ver 1_Site Plan_20141227

F
R
E
C
ME
I
MAYOR
JACQUELINE VDH SERGENT
COMMISSIONERS
DANNY CURRIN, MAYOR PRO TEM
BETTY MOSELEY
FRANK STRICKLAND
CALVIN HARRIS, JR_=
RON BULLOCK
HOWARD HERRING, SR
BOB WILLIFORD
VICINITY MAP
I
I
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COON CREEK
STORMWATER IMPROVEMENTS
CITY OF OXFORD
OXFORD, NORTH CAROLINA
DECEMBER 2013
FOR
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THE CITY OF OXFORD
300 WILLIAMSBORO STREET
OXFORD, NORTH CAROLINA 27565-1307
SRF PROJECT NUMBER : CS370439-06
DRAWING INDEX
GENERAL
T01 COVER SHEET
CML
C01 GENERAL NOTES & LEGEND
CO2 SITE KEY PLAN
CO3 WILLIAMSBORO STREET EXISTING CONDITIONS
C04 MALULI DRIVE AREA 1 EXISTING CONDITIONS
C05 MALULI DRIVE AREA 2 EXISTING CONDITIONS
C06 MALULI DRIVE AREA 3 EXISTING CONDITIONS
C07 WILLIAMSBORO STREET DEMOLITION
C08 MALULI DRIVE AREA 1 DEMOLITION
C09 MALULI DRIVE AREA 2 DEMOLITION
C10 MALULI DRIVE AREA 3 DEMOLITION
C11 WILLIAMSBORO STREET SITE LAYOUT
C12 MALULI DRIVE AREA 1 SITE LAYOUT
C13 MALULI DRIVE AREA 2 SITE LAYOUT
C 1 4 MALULI DRIVE AREA 3 SITE LAYOUT
C15 STORM DRAINAGE PROFILE
C16 WILLIAMSBORO STREET E &S
C17 MALULI DRIVE AREA 1 E &S
C 1 8 MALULI DRIVE AREA 2 E &S
C19 MALULI DRIVE AREA 3 E &S
C20 PLANTING PLAN
C21 PLANTING NOTES & QUANTITIES
C22 TRAFFIC CONTROL NOTES
C23 TRAFFIC CONTROL PLAN
C24 TRAFFIC CONTROL DETAILS
C25 DETAILS
C26 DETAILS
C27 DETAILS vrl @
C28 DETAILS
C29 DETAILS
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REVISIONS
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APPROVED BY CML
CHECKED BY MAR
DATE 12/02/2013
TITLE
COVER
SHEET
PROJECT NO 50056972
T01
SHEET NO 1 OF 30

STANDARD LEGEND
DESCRIPTION
EXISTING
NEVI
DESCRIPTION
EXISTING
NEW
TEMPORARY BENCHMARK
ALTERNATE
Q
UNDERGROUND POWER CABLE
h
AT
IRON PIPE FOUND
�IPF
BM
OVERHEAD ELECTRIC
- - C LIE -
CENTERLINE
IRON ROD FOUND
r'jIRF
CONIC
POWER POLE
CMP
DIAMETER
PROPERTY LINE
- - - --
DIM
LIGHT POLE
DIP
DECIDUOUS TREE
CONTOUR MINOR
- - -s21- - -
421—
GUY POLE
1J
ELEVATION
CONTOUR MAJOR
--420--
—420—
GUY WIRE
FFE
FOOT/FEET
TREEUNE
- 1' ✓- `r -.�-L
INV
ELECTRIC METER
�L6�
IRON ROD FOUND
WETLANDS
LINEAR FEET
LF
ELECTRIC BOX
IL�
MISCELLANEOUS
BANK STATION (STREAM OR WETLAND)
- _�9"
N
ELECTRIC MANHOLE
f�1
NUMBER
STREAM CENTERLINE
OVERHEAD ELECTRIC
OHE
POWER TRANSFORMER BOX METER
V-!
POLYVINYL CHLORIDE
TAR- PAMLICO BUFFER ZONE 1
- - -- -
RCP
GROUND LIGHT
REDD
RIGHT -OF -WAY
TAR- PAMLICO BUFFER ZONE 2
- - - -
OVERHEAD TELEPHONE
- --,)H-
SOUTH
LIMITS OF DISTURBANCE
SPECIFICATIONS
— - —
TELEPHONE MANHOLE
V 1
STANDARD
WATER LINE
- -- U.,A --
TELEPHONE /ELECTRIC HAND HOLE
III
TERRA COTTA PIPE
WATER VALVE
TOP OF CURB -BACK
TBC
TELEPHONE PEDESTAL
TRV
TYPICAL
PLUG
E--
FIBER OPTIC MARKER
Ftit4,
YARD INLET STRUCTURE
WATER METER
1`M1�
WL
UNDERGROUND TV CABLE
W
WITH
WATER MANHOLE
` '
TV PEDESTAL
FIRE HYDRANT ASSEMBLY
��}
TV HAND HOLE
NH
IRRIGATION VALVE
(
CABLE PEDESTAL
WELL
'Li
GAS LINE
SANITARY SEWER LINE
GAS METER
SANITARY SEWER MANHOLE
is
O
GAS VALVE
SANITARY SEWER MANHOLE TAG
��Q
15
POST
I�
SEWER CLEANOUT
®
SIGN
STORM DRAIN
- -mot• --
ROAD SIGN
CATCH BASIN
MAIL BOX
STORM MANHOLE
`Sly
SD
CHAIN UNK FENCE
— < - --
DROP INLET
®
WOOD FENCE
--<- -- - - --
YARD INLET
Lei
❑
STONE WALL
i
0
FLARED END SECTION (FES)
ll
Cl
MAPLE (SIZE VARIES)
C",
HEAD WALL
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OAK (SIZE VARIES)
Pa
RIPRAP(�^�j
ill
DOGWOOD (SIZE VARIES)
TEMPORARY SILT FENCE OUTLET
BUSH (SIZE VARIES)
;1y
INLET PROTECTION
IP
CHERRY (SIZE VARIES)
PUMP AROUND
PA
DECIDUOUS TREE LEAF
SIZE VARIES
PUMP AROUND DISCHARGE
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MAGNOLIA (SIZE VARIES)
SILT FENCE
PINE (SIZE VARIES)
ROCK CHECK DAM
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CEDAR (SIZE VARIES)
('
UNE BREAK
GEOWEB
CONSTRUCTION FENCE
DEMOLITION
TREE PROTECTION FENCE
TP
CONSTRUCTION SEQUENCE
PRIOR TO CONSTRUCTION
1 NO WORK SHALL COMMENCE UNTIL ALL PERMITS ARE OBTAINED
2 THE CONTRACTOR WILL ATTEND A PRE - CONSTRUCTION MEETING PRIOR TO BEGINNING
CONSTRUCTION
3 LOCATE ALL EXISTING UTILITIES
4 INSTALL TRAFFIC CONTROL SIGNAGE
5 INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT WASH TIRES AS NEEDED TO
PREVENT SEDIMENT FROM ENTERING PUBLIC STREETS
6 INSTALL EROSION CONTROL MEASURES
7 MARK THE LIMITS OF GRADING MARK THE LIMITS OF DISTURBANCE AND INSTALL TREE PROTECTION
MEASURES INSTALL PERIMETER SITE FENCE AND REMOVE TREES MARKED FOR REMOVAL TREES
SHOULD NOT BE REMOVED IF NOT SPECIFICALLY DESIGNATED IN THE PLANS
8 CLEAR AND CONSTRUCT ACCESS ENTRY AND STAGING AREAS
STANDARD ABBREVIATIONS
DESCRIPTION
ABBREVIATION
AGGREGATE
CABC
APPROXIMATE UTILITY LOCATION
ASS
ALTERNATE
ALT
APPROXIMATE
APPROX
AT
LL
BENCHMARK
BM
BUILDING
BLDG
CENTERLINE
L
CONCRETE
CONIC
CORRUGATED METAL PIPE
CMP
DIAMETER
DIA
DIMENSION
DIM
DUCTILE IRON PIPE
DIP
DECIDUOUS TREE
DT
EAST
E
EDGE OF PAVEMENT
EDP
ELEVATION
EL
EXISTING
EX
FINISHED FLOOR ELEVATION
FFE
FOOT/FEET
FT
INVERT
INV
IRON PIPE FOUND
IPF
IRON ROD FOUND
IRF
LINEAR FEET
LF
MAXIMUM
MAX
MISCELLANEOUS
MISC
NORTH
N
NOT TO SCALE
NTS
NUMBER
NO
OVERHEAD ELECTRIC
OHE
POINT
PT
POLYVINYL CHLORIDE
PVC
REINFORCED CONCRETE PIPE
RCP
REQUIRED
REDD
RIGHT -OF -WAY
R W
SANITARY SEWER MANHOLE
SILT FENCE
SOUTH
SPECIFICATIONS
SQUARE FEET
ESDM
STANDARD
STATION
STORM DRAIN MANHOLE
TERRA COTTA PIPE
TCP
TOP OF CURB -BACK
TBC
TRAVERSE POINT
TRV
TYPICAL
TYP
VITRIFIED CLAY
VC
YARD INLET GRATE
YIG
YARD INLET STRUCTURE
YIS
WATERLINE
WL
WEST
W
WITH
W
DURING CONSTRUCTION
9 CONSTRUCTION DRAINAGE IMPROVEMENTS FROM DOWNSTREAM TO UPSTREAM
10 THE CONSTRUCTED STORMWATER WETLAND CAN BE CONSTRUCTED SIMULTANEOUSLY WITH THE
MALULI DRIVE STORMWATER DRAINAGE IMPROVEMENTS OR INDEPENDENTLY
11 SPRINKLE WATER ON EXPOSED SURFACES ON THE ENTRANCE ROAD(S) UNTIL WET TO CONTROL
DUST (AS NEED)
12 SEPARATE AND PROTECT THE STREAM CHANNELS DURING CONSTRUCTION BY DIVERTING FLOW WITH
A PUMP - AROUND
13 STOCKPILE SUITABLE STRIPPED TOPSOIL FOR USE OVER FILL AREAS AND EXCAVATED AREAS
14 SURVEY DRAINAGE STRUCTURES TO ENSURE INSTALLATION AT THE PROPER LOCATION AND
ELEVATION MODIFICATIONS TO GRADING SHALL BE APPROVED BY THE CITY
15 PROPERLY DISPOSE OF EXCAVATED SOIL /SEDIMENT THAT IS NOT USED IN CONSTRUCTION IN
ACCORDANCE WITH GRADING AND EARTHWORK NOTES IN THESE PLANS
16 DO NOT PLACE FILL ABOVE THE ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS
17 STABILIZE SLOPES FINISHED OR OTHERWISE USING APPROPRIATE APPROVED EROSION CONTROL
MEASURES
18 PLANT AND /OR SEED AREAS ACCORDING TO THE CONTRACT DOCUMENTS
19 I DSTURBANCE AND CONSTRUCTION TRAFFIC WILL BE LIMITED TO WITHIN THE LIMITS OF
DSTURBANCE OR APPROVED ACCESS AREAS
20 REMOVE SEDIMENT FROM THE SILT FENCE WHEN IT BECOMES 0 5 FEET DEEP AT THE FENCE
ALL EROSION CONTROL MEASURES SHALL BE REPAIRED BY THE CONTRACTOR AS NEEDED
FOLLOWING CONSTRUCTION
21 REMOVE ALL TEMPORARY EROSION CONTROL MEASURES WITHIN 30 DAYS AFTER THE FINAL SITE
INSPECTION
22 PERFORM AS- CONSTRUCTION SURVEY AND PREPARE AS- CONSTRUCTION PLANS
GENERAL NOTES
1 CONTRACTOR SHALL VERIFY ALL INFORMATION CONTAINED HEREIN PRIOR TO CONSTRUCTION AND NOTIFY OWNER OF ANY
DISCREPANCY PRIOR TO CONSTRUCTION
2 CONTRACTOR SHALL COORDINATE WITH OWNER AND ENSURE ALL APPLICABLE CONSTRUCTION AND LAND DISTURBANCE
PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING ANY WORK
3 CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS AND CITY 7 DAYS PRIOR TO THE START OF CONSTRUCTION
4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH UTIUTY COMPANIES ADJACENT LAND OWNERS
AND /OR OTHER AFFECTED THIRD PARTIES
5 ALL CONSTRUCTION METHODS MATERIALS AND WORKMANSHIP NOT OTHERWISE INDICATED IN THESE PLANS SHALL
CONFORM TO THE REQUIREMENTS OF LOCAL STATE AND FEDERAL CODES INCLUDING THE CITY OF OXFORD NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION ( NCDOT) OSHA AND OTHER REFERENCED STANDARDS /REQUIREMENTS WHERE
CONFLICT OCCURS BETWEEN CONSTRUCTION PLANS SPECIFICATIONS AND /OR FIELD CONDITIONS CONTRACTOR SHALL
CONTACT OWNER FOR CLARIFICATION PRIOR TO CONSTRUCTION
6 THE CONTRACTOR SHALL HAVE OF A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS PERMITS AND APPROVALS ON
THE JOB SITE AT ALL TIMES
7 THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS TOOLS EQUIPMENT AND PERFORM ALL WORK AND SERVICES FOR
ALL SITE CLEARING SITE EXCAVATION FILLING AND BACKFILUNG FOR STRUCTURES SUCH AS DRAINAGE STRUCTURES
DRIVEWAYS PAVEMENTS INCLUDING BORROW HAULING WETTING ROLLING AND OTHER OPERATIONS PERTAINING THERETO
WITHIN THE CLEARING LIMITS COMPLETE ALL AS SHOWN ON THE CONTRACT DOCUMENTS AND AS STATED BY THE OWNER
8 EROSION CONTROL AND TREE PROTECTION MEASURES AS SHOWN IN THE PLANS SHALL BE IN PLACE PRIOR TO BEGINNING
ANY WORK AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OR ANY OTHER LAND DISTURBING ACTIVITIES
ADDITIONAL MEASURES SHALL BE INSTALLED IF NEEDED TO PREVENT EROSION TRACKING SOIL ONTO ROADWAYS OR
SEDIMENT LEAVING THE PROJECT SITE
9 NO MUD OR CONSTRUCTION DEBRIS IS ALLOWED TO ON ANY PAVED STREET WHICH IS MAINTAINED OR IS PROPOSED TO BE
MAINTAINED BY THE STATE COUNTY CITY OR NCDOT
10 ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED BY THE CONTRACTOR FOR STABILITY AND OPERATION
FOLLOWING EVERY RAINFALL THAT PRODUCES RUNOFF AND AT THE BEGINNING OF EACH WORK DAY THE CONTRACTOR
SHALL REPAIR ALL MALFUNCTIONING EROSION CONTROL DEVICES WITHIN 24 HOURS OF INSPECTION A RAIN GAUGE SHALL
BE KEPT ON -SITE AND INSPECTED FOLLOWING EACH RAIN EVENT INSPECTION LOGS SHALL BE KEPT ON -SITE AT ALL
TIMES
11 WHEN DURING THE COURSE OF CONSTRUCTION ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED THE CONTRACTOR
WILL CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE OWNER (LARRY THOMAS (919) 603 -1113)
12 THE CONTRACTOR SHALL CONTACT NC ONE CALL {PRIOR TO CONSTRUCTION ALL EXISTING UTILITIES WITHIN THE
CONSTRUCTION LIMITS SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANY THAT MAINTAINS THE UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION A MINIMUM OF 48
HOURS BUT NOT MORE THAN 10 WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION
13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES WITHIN 8 HOURS OF
INTERRUPTED SERVICE CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE
EXCEPT FOR WATER SERVICE WHICH SHALL REQUIRE 7 DAYS NOTICE
14 EXISTING LAND SURVEY WAS PROVIDED BY DEWBERRY ENGINEERS INC
15 THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS MONUMENTS OTHER PERMANENT POINTS AND
LINES OF REFERENCE PROPERTY IRONS MONUMENTS AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN NC AT THE CONTRACTORS
EXPENSE
16 THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADES UNLESS SHOWN OTHERWISE IN THE
CONTRACT DOCUMENTS
17 THE CONTRACTOR SHALL PROVIDE FENCING AND /OR SIGNAGE AS NECESSARY TO INFORM THE PUBLIC ABOUT AND TO
PREVENT THE PUBLIC FROM ACCESS TO CONSTRUCTION ACTIVITIES
18 CONSTRUCTION ACTIVITIES SHALL BE COORDINATED BETWEEN CONTRACTOR AND OWNER
19 CONTRACTOR IS RESPONSIBLE FOR ALL VERTICAL AND HORIZONTAL LAYOUT TO PROPERLY CONSTRUCT THE WORK
20 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS LANDSCAPING TREES AND ANY OTHER
APPURTENANCES WHICH OCCUR AS A RESULT OF PERFORMING THE CONSTRUCTION DESCRIBED WITHIN THESE PLANS
21 THE TOTAL DISTURBED AREA IS APPROXIMATELY 941 ACRES +/-
22 AS- CONSTRUCTED PLANS SHALL BE SUBMITTED TO THE OWNER DIGITAL AND HARD COPY WITHIN 30 DAYS AFTER
COMPLETION OF CONSTRUCTION BUT NO LATER THAN 7 DAYS PRIOR TO PLACING NEW WORK IN SERVICE
23 FINISHED SLOPES SHALL BE SEEDED ACCORDING TO THE PLANS AND SPECIFICATIONS AND STABILIZED WHERE REQUIRED
PER DETAIL SHOWN
24 ALL TEMPORARY EROSION AND CONTROL MEASURES SHALL BE REMOVED BEFORE CONTRACTOR LEAVES SITE BUT NOT
BEFORE FINAL SITE INSPECTION
GRADING AND EARTHWORK
1 ALL VEGETATION STUMPS ROOTS RUBBISH TRASH AND OTHER DEBRIS SHALL BE CLEARED AND GRUBBED WITHIN THE
CLEARING UNITS AND REMOVED FROM THE SITE PRIOR TO PLACING EARTHWORK FILL NO EARTHWORK FILL SHALL BE
PLACED OVER WET SOFT COMPRESSIBLE OR ORGANIC CONTAINING SOILS UNSUITABLE POCKETS 9F COMPRESSIBLE SOILS
SHALL BE REMOVED BACKFILLED AND COMPACTED WITH SUITABLE FILL SOIL FINAL DISPOSAL SHALL BE IN ACCORDANCE
WITH FEDERAL STATE AND LOCAL LAWS AND REGULATIONS
2 AREAS TO BE GRADED SHALL BE STRIPPED OF TOPSOIL TOPSOIL MAY BE STOCKPILED ON THE SITE IF ALLOWED BY
OWNER STOCKPILES SHALL BE PROTECTED FROM EROSION TOPSOIL SHALL BE SPREAD ON AREAS TO BE SEEDED
3 ALL NON - STRUCTURAL FILL FOR COMMON AREAS SHALL BE A LOW PLASTICITY INORGANIC SOIL FREE OF ROCK GRAVEL OR
LUMPS LARGER THAN 6- INCHES IN ANY DIMENSION DEBRIS WASTE FROZEN MATERIALS ORGANIC MATTER OR ANY OTHER
DELETERIOUS MATERIALS AND COMPACTED TO 90% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE
INDICATED
4 ALL STRUCTURAL FILL FOR EMBANKMENTS FOUNDATIONS OR OTHER PERMANENT STRUCTURES SHALL BE PLACED UNDER
THE SUPERVISION OF THE OWNER OR THEIR REPRESENTATIVE STRUCTURAL FILL SHALL BE FREE OF EXCESSIVE MOISTURE
ORGANICS AND ELONGATED OR FLAT PARTICLES WHICH MAY BE SUSCEPTIBLE TO DEGRADATION OR OTHER DELETERIOUS
MATERIAL STRUCTURAL FILL SHALL BE A NON - DISPERSIVE SOIL HAVING THE FOLLOWING PROPERTIES WHEN COMPACTED TO
A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
MIN EFFECTIVE STRESS FRICTION ANGLE 31
MIN DRY DENSITY 95 PCF
MAX LIQUID LIMIT 60
MIN PLASTICITY INDEX 10
MIN FINES CONTENT 35%
MAX PERMEABILITY 1 X 10' CM /SEC
5 THE OWNER OR THEIR REPRESENTATIVE SHALL HAVE THE AUTHORITY TO APPROVE OR DISAPPROVE THE CONDITION OF THE
SUBGRADE ON WHICH FILL WILL BE PLACED FILL MATERIAL PLACEMENT METHODS AND COMPACTION METHODS
6 THE OWNER OR THEIR REPRESENTATIVE SHALL PERFORM SOIL TESTS AS NECESSARY TO DETERMINE THAT THE SPECIFIED
SOIL PROPERTIES AND DENSITY IS OBTAINED IF TEST RESULTS DO NOT MEET SPECIFICATIONS ALL GRADING OPERATIONS
OF REMOVING REPLACING RE- COMPACTING THE MATERIAL TO PROPER COMPACTION AND ALL GEOTECHNICAL ENGINEERING
COSTS FOR RETESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR
7 ALL EXCAVATION SHALL BE UNCLASSIFIED REGARDLESS OF THE NATURE OF THE MATERIAL ENCOUNTERED
8 EXCAVATIONS SHALL BE OF SUFFICIENT WIDTH TO ALLOW INSTALLATION AND REMOVAL FORMS INSTALLATION OF PIPE AND
INSPECTION OF COMPLETED WORK
9 EXCAVATIONS OVER 4 -FEET DEEP SHALL BE LAID BACK SHEETED SHORED OR BRACED TO PREVENT COLLAPSE OF THE
WALLS ADEQUATE MEANS OF ESCAPE FROM THE EXCAVATION SHALL BE PROVIDE THE CONTRACTOR IS RESPONSIBLE FOR
CONFORMANCE WITH ALL OSHA REQUIREMENTS DURING CONSTRUCTION
10 AFTER COMPLETION OF CONSTRUCTION BELOW GRADE ALL FORMS TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED
PRIOR TO STARTING BACKFIWNG BACKFILL SHALL BE PLACED IN 6 -INCH MAXIMUM LIFTS AND COMPACTED TO 95
PERCENT MAXIMUM DRY DENSITY IN THE OPTIMUM MOISTURE RANGE STANDARD PROCTOR DENSITY TEST ASTM D698 THE
TOP 18- INCHES OF BACKFILL SHALL BE 98 PERCENT SPD
11 ANY EXCAVATED MATERIALS NOT SUITABLE FOR BACKFILL AND EXCAVATED MATERIAL IN EXCESS OF THAT NEEDED TO
COMPLETE SITE WORK SHALL BE WASTED OFF THE PROJECT SITE TO AN NC DIVISION OF LAND RESOURCES APPROVED
DISPOSAL SITE AT THE CONTRACTORS EXPENSE WASTE AREAS SHALL BE LEFT IN A GRADED AND SLOPED CONDITION TO
ALLOW NATURAL DRAINAGE OF THE SURROUNDING AREA
12 BORROW WASTE AND STORAGE AREAS FOR SOIL MATERIALS SHALL BE LOCATED AS THE OWNER DIRECTS REGULAR IN
CROSS- SECTION AND PROTECTED FROM EROSION
13 ALL ADDITIONAL SOIL MATERIALS REQUIRED FOR REPLACEMENT OF UNSUITABLE MATERIALS SHALL BE APPROVED BY THE
OWNER OR THEIR REPRESENTATIVE IF OBTAINED OFF -SITE MATERIALS SHALL BE APPROVED BY THE OWNER OR THEIR
REPRESENTATIVE AND COME FROM A NORTH CAROLINA DIVISION OF LAND RESOURCES APPROVED BORROW PIT
14 TRENCH WIDTH SHALL BE LIMITED TO PIPE DIAMETER PLUS 18- INCHES OR THE DIMENSIONS SHOWN ON THE CONTRACT
DOCUMENTS DEPTHS SHALL BE AS INDICATED ON THE CONTRACT DOCUMENT TRENCH BOTTOMS SHALL BE GRADED TO
ALLOW PIPE TO BE INSTALLED TRUE TO LINE AND GRADE WHEN NEEDED OR INDICATED ON THE CONTRACT DOCUMENTS
ASTM NO 57 OR NCDOT NO 67 STONE SHALL BE USED AS STABILIZER MATERIAL OR AS STONE BEDDING BACKFILL OF
TRENCHES SHALL EQUAL OR EXCEED THE REQUIREMENTS FOR STRUCTURAL FILL
15 THE CONTRACTOR SHALL CONTROL STORM WATER GROUND WATER AND SURFACE WATER IN ALL CLEARED AREAS TO KEEP
IT FROM ENTERING OR STANDING IN EXCAVATIONS
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Dewberry Engineers Inc
2301 RE%VAJODS DRIVE
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CHECKED BY MAH
DATE 12/02/2013
TITLE
GENERAL NOTES
AND LEGEND
PROJECT NO 50056972
C01

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DATE 12/02/2013
TITLE
SITE
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PROJECT NO 50056972
CO2
SHEET NO 3 OF 30

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MARKED OR APPROVED BY THE ENGINEER
2 REMOVE EXISTING RIPRAP TO MATCH PROPOSED GRADES AND
INSTALL NEW RIPRAP AS SHOWN ON PLANS OR APPROVED BY THE
ENGINEER
3 DISRUPTION OF DRIVEWAY ACCESS TO ALL RESIDENCES SHALL ONLY
OCCUR BETWEEN 9 00 AM AND 4 30 PM TEMPORARY VEHICULAR
ACCESS SHALL BE RE- ESTABLISHED AT THE END OF EACH WORK
DAY THROUGHOUT THE DURATION OF CONSTRUCTION
4 DEMOLISH FEATURES INSIDE LOD AS MARKED OR APPROVED BY
THE ENGINEER FOR CONSTRUCTION
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2901 RI —GODS DRNE
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REVISIONS
TITLE
MALULI DRIVE
AREA 1
DEMOLITION
PROJECT NO 50056972
C08
SHEET NO 9 OF 30
ACH /DJL
DRAWN BY
CML
APPROVED BY
CHECKED BY
MAH
DATE
12/02/2013
TITLE
MALULI DRIVE
AREA 1
DEMOLITION
PROJECT NO 50056972
C08
SHEET NO 9 OF 30

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1
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1 CLEAR AND GRUB WITHIN LOD TO MATCH PROPOSED GRADES AS
MARKED OR APPROVED BY THE ENGINEER
2 REMOVE EXISTING RIPRAP TO MATCH PROPOSED GRADES AND
INSTALL NEW RIPRAP AS SHOWN ON PLANS OR APPROVED BY THE '
ENGINEER
3 DISRUPTION OF DRIVEWAY ACCESS TO ALL RESIDENCES SHALL ONLY
OCCUR BETWEEN 9 00 AM AND 430 PM TEMPORARY VEHICULAR
ACCESS SHALL BE RE- ESTABUSHED AT THE END OF EACH WORK
DAY THROUGHOUT THE DURATION OF CONSTRUCTION
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1 CLEAR AND GRUB WITHIN LOD TO MATCH PROPOSED GRADES AS
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INSTALL NEW RIPRAP AS SHOWN ON PLANS OR APPROVED BY THE '
ENGINEER
3 DISRUPTION OF DRIVEWAY ACCESS TO ALL RESIDENCES SHALL ONLY
OCCUR BETWEEN 9 00 AM AND 430 PM TEMPORARY VEHICULAR
ACCESS SHALL BE RE- ESTABUSHED AT THE END OF EACH WORK
DAY THROUGHOUT THE DURATION OF CONSTRUCTION
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NOI REIE9.9E0 fOR CON3IRUCIION
REVISIONS
AHC /DJL
DRAWN BY
CML
APPROVED BY
MAH
CHECKED BY
DATE
12/02/2013
TITLE
MALULI DRIVE
AREA 2
DEMOLITION
PROJECT NO 50056972
C09
SHEET NO 10 OF 30

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REMOVE EX f� 1" '
\ ' ,� ` DRNLINAY ACCESS SHALL REMAIN IN
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MARKED OR APPROVED BY THE ENGINEER
2 REMOVE EXISTING RIPRAP TO MATCH PROPOSED GRADES AND
INSTALL NEW RIPRAP AS SHOWN ON PLANS OR APPROVED BY THE
ENGINEER
3 DISRUPTION OF DRIVEWAY ACCESS TO ALL RESIDENCES SHALL ONLY
OCCUR BETWEEN 9 00 AM AND 4 30 PM TEMPORARY VEHICULAR
ACCESS SHALL BE RE- ESTABLISHED AT THE END OF EACH WORK
DAY THROUGHOUT THE DURATION OF CONSTRUCTION
4 DEMOLISH FEATURES INSIDE LOD AS MARKED OR APPROVED BY
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DRAWN BY ACH /DJL
APPROVED BY CIVIL
CHECKED BY MAH
DATE 12/02/2013
TITLE
MALULI DRIVE
AREA 3
DEMOLITION
PROJECT NO 50056972
C10
SHEET NO 11 OF 30

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t ROS01 SEE DETAIL
CONCRETE PAD iy " ``� I 1
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RISER OUTLET STRUCTURE -
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LIMITS OF DISTURBANCE/ ,
TEMPORARY CONSTRUCTION
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ri4gS
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Dewberry Engineers Inc
230t REX DS DRIVE
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NOT REVAS6D POR CONSIINCRON
No DATE BY DescnptrDn
REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CIVIL
CHECKED BY MAH
DATE 12/02/2013
TITLE
WILLIAMSBORO
STREET
SITE LAYOUT
PROJECT NO 50056972
C11
SHEET NO 12 OF 30

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11 _11 _ II TEMPORARY CONSTRUCTION EASEMENT
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LIMITS OF DISTURBANCE /
REPAIR PAVEMENT TEMPORARY CONSTRUCTION EASEMENT r• l
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HEADWALL. HW03�
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REPAIR PAVEMENT ' 1
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24" RCP
INV EL = 38450
FH31
CLASS I RIPRAP AS SHOWN
HEADWALL HW06 LJ / V
MAT_C_HLINE _ SHEET 1?-
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GRAPHIC SCALE
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NOTE EPLACE IN KIND ALL FEATURES DEMOLISHED FOR CONSTRUCTION
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DIRECTED BY THE ENGINEER
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Dewberry Engineers Inc
2301 RF %N0005 ORNE
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FINAL DRAWING
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034333
KEY PLAN
\ SCALE
FINAL DRAWING
FOR RENEW —m ONLY
NO[ RELE48EO POR —M
REVISIONS
TITLE
MALULI DRIVE
AREA 1
SITE LAYOUT
PROJECT NO 50056972
C12
SHEET NO 13 OF 30
ACM /DJL
DRAWN BY
CML
APPROVED BY
CHECKED BY
MAH
12/02/2013
DATE
TITLE
MALULI DRIVE
AREA 1
SITE LAYOUT
PROJECT NO 50056972
C12
SHEET NO 13 OF 30

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TEMPORARY CONSTRUCTION EASEMENT
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CLASS 1 RIPRAP LENGTH - 14 FT
LIMITS OF DISTURBANCE/
TEMPORARY CONSTRUCTION EASEMENT
HEADWALL HW07 s ^ y
£,hll 1,0 hilFI
(2) 42" RCP ` P -`'- ?REPAIR DRVEWAY
INV EL = 381 00 51
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W /NTH NCT RING & COVER ! , I + +°
(2) 42" RCP ' I; °
INV EL = 379 00 a d I ' COORDINATE TEMPORARY UTILITY CONFLICT
DO NOT REPLACE
WALL & FENCE u - 18-� _ _ - _ JUNCTION BOX JB02 W /MH RING & COVER FIELD ADJUST JUNCTION BOX
WHERE DEMOLISHED _ _ ,y I _� 1JI °_ i o2 - L2' - - .! PLACEMENT &INVERT TO MAINTAIN CONNECTIVITY & POSITIVE DRAINAGE
NEW DROP INLET STRUCTURE D101fr _-
I I
3 Cv'G,'OJ^ 38 LF 24" RCP (i 1 „ 8 LF 24" RCP
I I 24" RCP I<�P
24" RCP 24" RCP I I ' INV EL 37900
I INV EL = 379 00 � III I
INV EL = 379 40 �; ' a 1 (2)142- RCP I
pp I' INV EL = 37890
LIMITS OF DISTURBANCE
(2) 153 LF 42" RCP
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034333 e
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KEY PLAN
SCALE
FINAL DRAWING
POR REVIEW MRP08E80NLY
NOT REIf MMR CON81ROOrtON
REVISIONS
ACH /DJL
DRAWN BY
CML
APPROVED BY
CHECKED BY
MAH
DATE
12/02/2013
TITLE
PLANTING
PLAN
PROJECT NO 550055972
C20
SHEET NO 21 OF 30

e
A
7
Sal Preparation and Planting Notes
The planing stock should be grown by nurseries within 300 miles of the project site The eared sources for the dam material shall also
match the phystographic province of me area to be planted and be collected from witNn 200 miles of the project site A written statement
shall be prepared and signed by the Planting Supervisor which affirm that all planting material meets this requi rement
The plants as listed in the plant tables wdl be panted in each designated planing zone
The following table shows the preferred seasonal periods whim which to Plant the various types of plants Modifications can be permitted
A request must be made in vmtng describi ng the desired planting timeframe and the measures that will be taken to ensure plant survival
PLANT TYPE
BEGIN PLANTING
END PLANTING
HERBACEOUS (TYPICALLY PLUGS
MARCH 15
JULY 15
AND TUBELI NGS
PLANTING RATE 1610 10 BLEND
AUG 20 OCT 25
WOODY (TYPICALLY 1 GALLON)
OCTOBER 15
DECEMBER 15
Each planning zone shall be dearly marked out before planting in the zones commences The zones are defined by elevations and shall
be laid out to within +/ 0 1 of the defined elevabon Note that elevations for some planting zones change with each step pool area If the
ones deviate from the design then grading wall need to be reworked such that each lard out plant zone reflects the zones as indicated on
the design sheets
The correct spacing of vegetabon within each zone should be checked by the Planting Supervisor on a regular basis
The following describes the various types of plant dismbuhore called for on this project
Random take all plants from a zone listed as random and mix the plants at that they are all planted randomly If done property
:P
metimes two or more of me same spaces will be planted adjacent to each other and other times there may only be one plant of a
ecies completely surrounded by one or more other spaces
Small mass a group of one species of plant installed together as a group ranging in size from 30 to 50 plants The mass must extend at
a minimum of two (2) rows in each direction
Large Mass a group of one species of plant installed together as a group ranging in see from 100 to 150 plants The mass must extend
at a mimmum of five (5) rows In each direction
Designated the designer shall direct the specific placement of each plant
Selection of plants within the list is allowed After plantng a written list signed by the Plantng Supervisor of the actual species installed
and in what percentages must be delivered to the Engineer for review before final approval of the cis nbng will be issued
Some trees are designated for preservation on the site These trees must be protected during construction and planing activibes
In addition to standard erosion control seeding indicated on this sheet as Stabilaabon Seed Mixture any disturbed area not called out
into one of the planting zones shall be planted according to The Permanent Herbaceous Seed Mixture Be careful to apply this seed only
in areas outside of deal gnated pla nti ng zones The Stabilizaton Seed Mixture shall be applied to all designated planting zones for
temporary sediment and erosion control purposes
STABILIZATION SEED MIXTURE
Application rates shall be consistent wrath Temporary Seed Recommendations below For augmentation
of native seed mixes use the following seed mixes
Temporary Seeding Recommendations for Late Winter and Early Spring (Dec 1 Apr 15)
Seeding Mixture
Species Rate (Ib/acre)
Rye (grain) 120
Soil amendments Apply 2 000 lh/aae ground agricultural limestone and 7501b/acre 10 -10-10 fertilizer
Apply 4 000 Ib/aae straw Anchor straw by taclung with noting or a mulch anchanng tool
Maintenance Refemhze if growth is not fully adequate Reseed refertilae and mulch immediately following erosion or other damage
Temporary Seeding Recommendations for Summer (Apr 15 Aug 15)
Seeding Mixture
Species Rate (lb/acre)
German Millet 40
Soil amendments Apply 2 0001Nacre ground agricultural limestone and 750lb /acre 10 -1610 fertilizer
Mulch Apply 4 000 lb/acre straw Anchor straw by tacking with netting or a mulch anchoring tool
Maintenance Refemlrze if growth is not fully adequate Reseed refertrlrze and mulch immediately following erosion or other damage
Temporary Seedling Recommendations for Fall (Aug 15 Dec 1)
Seeding Mixture
Species Rate lb/acre)
Rye (grain) 120
Soil amendments
Apply 2 000 (Nacre ground agricultural limestone and 1 000 Ilvacre 161610 fertilizer
Mulch
Apply 4 000 (Nacre straw Anchor stray by tacking win netting or a mulch anchoring tool
Maintenance
Repair and refemlize damaged areas immediately Topdress oath 501b/acre of reoogen m
March
PERMANENT SEEDING SCHEDULE IN PIEDMONT AREAS
1 LIME SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE
MATERIALS THE KINDS OF MATERIALS TO BE APPLIED PER ACRE
PERMANENT SEEDING
Common Name
Lover
Botanical Name Common name Rate fibs/acre) Tolerance
FERTILIZER
DATE
TYPE
PLANTING RATE 1610 10 BLEND
AUG 20 OCT 25
BLEND OF 50% KY 31
250 LBS MORE 1000 LBS MORE
FEB 1 MAR 31
TALL FESCUE AND 50%
075
FAC
MIXTURE OF TWO OR
075
FACW«
MORE TURF TYPE TALL
1 0
FAC
FESCUE
10
QUANITIY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST
LIMESTONE STRAW MULCH
4000 LBS /ACRE 4000 LBS /ACRE
2 SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED
3 GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL
SEEDING OPERATION NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER
APPLICATION IS ACHIEVED THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS
EXPECTED
4 MULCHED AREA SHALL BE TACKED WTH UQUID ASPHALT AT A RATE OF 0 10 GALLON PER SQUARE YARD (10
GAUIOOO SQ FT) HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND
CRITICAL HABITAT AREAS
5 DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION USE
OF EXCELSIOR MATTING OR FIBERGLASS /SYNTHETIC ROVING IS ACCEPTABLE DITCH TREATMENT SHALL BE
INSTALLED BEFORE MULCHING OPERATION
6 PROVIDE PERMANENT SEEDING WITH 15 DAYS OF ESTABLISHING FINAL GRADES
7 RESIDENTIAL YARDS SHALL HAVE PERMANENT SEEDING TYPE SUBSTITUTED WITH CURRENT GRASS TYPE
IDENTIFIED IN THE FIELD AT THE TIME OF CONSTRUCTION
z
Table 2 Proposed Permanent Herbaceous Seed Mixture
Common Name
Lover
Botanical Name Common name Rate fibs/acre) Tolerance
Plant Size
.1. don
Agrosbs albs Redtop
075
FAC
Agrosbs stolomfera Creeping bentgrass
075
FAC
Andropogon Berardi Big due stem
075
FAC
Andropogon glomeratus Bushy blue stem
075
FACW«
Ansbda stMg. Wiregrass
1 0
FAC
Carex lupulina Hop sedge
10
OBL
Carex vulpnoidea Fox sedge
10
OBL
Eleochans obtuse Blunt Spike Rush
1 0
FAC
Elymus vuginicus Virginia wild rye
1 0
FAC
Juncus edusus Soft rush
15
FACW+
Panrcum wrgatum Swltchgrass
075
FAC+
Schaachynum scopanum Utde blue stem
075
FACU
Somhasmum nutans
05
FACU
2x2
10-15 Ibs/ac
La Mass
5.15 % %% MIXTURE OF AT LEAST 7 OF THOSE IDENTIFIED ABOVE
Soft Rush ____,Herb_
Rice Cut reas
Herb
ONE EACH OF FAC FACW+ OSL FAC+ S FACE SHALL BE INCLUDED
_
Large Mass __
Lri go Mesa
Coon Creek Water quality Wetland
Plant List by Zone
City of Oxford Gramile Cowry North Carolina
Zone II - Deep to Shallow Water Transition Zone
Scientific Name
Common Name
Lover
spacing
pt) on
Center
Plant Size
.1. don
Pontederle centers
Pickerel Weed
Hem
2x2
Plug
Large Mass
N ace odorefa
F rem Waterh
Hem
2x2
pl.
Small Mass
fabemaemomam oI Sa/pus
./due
SaM1stem Bulrush
Herb
2x2
Plug
Small Mass
Mutter Wtea
SpalteN -k
Hem
2x2
Plug
Random
- uriy nequUeNrenw
Zone II shall be planted with at least three of the above ape ilea
Zone II Ise transitional zone Based on final site grades Zone M2 plants shall be massed according
to theirtolerance forwetness.
No more than 40% tarty one species shall make up Zone II
No species shall make up less than 20e/. of Zone II
No plant substitutions are allowed
Zone III _Shallow Water Zone
_ Scientific Name
S "Noma emence—
Common Name
Bur -Reed
Layer
Herb
_Spacing_
2.2
e
Plug
Disbibudon _
Large Mass
Carus
Sete
Herb
2.2
Tubelerg
Small Mass
Aqua aenalafa
T Ald.
shrub
4x4
Tubelmg
Small Mass
Cephatenthus occidemabs
Buttonbush
Shrub
4x4
Plug
Small Mass
Cymla recamdlore
Tih
Shrub
4x4
0-plug�,
Small Mass
Aco/ua calami.
Sweet Flag
Herb
A2
Large Mesa
Ida lute
Copper M
Herb
2x2
Pull
Plu
La Mass
Ins r rnce
Blue Flag Ills
Herb
2x2
Plu
La Mass
Juncus app ___
Leenle o times
Soft Rush ____,Herb_
Rice Cut reas
Herb
__L2__
2x2
_
Large Mass __
Lri go Mesa
Patent. N lml.
Arrow amm
Het
2x2
Plug
Large M ...
Ponfe deda cordate
Pickerel Weed
Hem
2.2
Plug
Large Maes
Is. "tare lanafolur
BuIltorgue Anewhea,
Hem
2,2
Plug
Large Mass
Sare Nblolra
Broadleaf Anwaiead
Hem
2x2
Plug
Large Mass
NNS CBRIaUa
Lizards Tail
Hem
2.2
Plug
La Mass
enoplec meemonfam or Scopus
ve(xlus
--on, ..vulh
Herb
2.2
Plug
Large Mass
Planting Requirements
Zone III plants shall be planted with at leas three of the above "Shrub" species and at least 10 of the
Zone III shall be made up of 20 %"Shrubs" and SO'/. "Herbe
No mom than 20 %of airy one species Nall make up the "Herb' portion of Zone III
No species Nall make up less than 5% of the "Hem' permit of Zone III
No more than 40% of any one species Nall make up the "Shrub" potion of Zone 111
No species Nall make up lenthan 20% of the "Shrub" porbon of Zone III
No plant subNtutionsare allowed
Requires 4" of top soli
Zone IV - Temporary Inundation Zone
Scientific Name
Common Name
La or
Spacing
(if)0.
Center
Plant Size
Distribution
Hbwcua mascheufus
Rose Mallow
Herb
2x2
Tubelerg
Le Mess
Hb/ecus coccineus
Scarlet Rose Mallow
Herb
2x2
Tubelmg
Large Mass
S.— cemuus
Lizards Tall
Hem
2.2
Plug
Lie Mass
Sc1W.cpevrius
Woolgmss
Hem
2x2
Plug
Small Mass
Aechi lac lncamse
Swam Milkweed
Herb
2x2
Randxn
Small Mass
Carexsp
Sed
Hem
2x2
Pull
Plu
Small Mass
EuparmurnIpureans,
Joe a Weed
Hem
2x2
Plu
Small Mass
Hetradhus en ustrlodus
Swam Sunfower
Hem
2x2
PIU
Smell Mess
Juncus app
Soft Rush
Hem
2x2
Plug
Small Mass
Vemonla novebarecensu
leoweed
iflern
I 2x2
Plug
Small Mass
v.9 negv
Zone IV Nall be planted with atleastax ofthe above species.
No mine than 30%of arty one species Nall make up Zone IV
No species Nall make up lessthen 15%of Zone IV
No plant subadtutionsare allowed
Requires 4" of top sell
Zone V - Upper Bank
Scientific Name
Common Name
Layer_
Hem
Sparing
MI on
_ Cener__
Plant Sae
Diatnbubon
Eupetowm rpureum
Jx Pye Weeg
2x2
Plug
Small Mass
Aronb arouf/lolw
Red Chokeberry
Shmb
10x10
1 all-
Random
Comus loeminer
StifiD
Tree
10x10
1 gotten
Random
Ilex /eb2
nk0ery
Shmb
10x10
1 gdl-
Random
Ilex wdad/afa
W411emeny
Shmb
10x10
lgall-
Randxn
(tee v infca
Vi inle Willow
Shrub
10x10
1 sl-
Random
ca ceMere
Wex M rtle
Shmb
10x10
1 ell-
Random
Sambucus canadensis
Eldeme
Shrub
10x10
1 all-
Random
Vbumum nudum
Pcesumhaw
Shrub
10x10
19.11-
Random
reaming Kegauemena
Zone V Nall be planted with e►
at lead six of the above speci
No mom than 25% of any one all species N make up Zone V
No Wei" Nall make up lase than 10% of Zone V
No plant eubNWbors an allowed
9z
ALLOW THIN LAYER OF
SOIL TO COVER BALL
TWICE RADIUS
OF BALL ROOT BALL TO BE 1/3 -
1/2 ABOVE EXISTING GRADE
2" MINIMUM BASED ON SOIL DRAINAGE
PINE STRAW
OR BARK - 'G IMPORTED TOP SOIL
MULCH
I I IJ'i1
1/• 'is.'
PEEL SACK BURLAP ON
y � B &B SHRUBS
BACKFILL 1 PART
Zt �` COMPOSTED BARK WITH
5 PARTS EXISTING SOIL
ILIP�i. COMPACT
BACKFILL IN
BOTTOM OF HOLE
TYPICAL SHRUB PLANTING DETAIL
1 SCALE NTS
� I
Ift'lll�.
y dI =7_. �IIII II �1 nT— R It�lli�Ji
Insert bar and Remove bar and
push forward fo piece seedling at
upright positron correct depth
Push bar toward Fill in hole by
plant firming add stamping with
at top of mots heel
Make hole deep
Right Wrong enough to accdn
nodal. all rods
37
without bending
Re+nsen bar next to planting hole
and pull away from seedling firming
sell at bottom of mss
u rd
Fmm so0 around Test planting by
seetlbng with feat putting lightly on
stealing
Plant swing.
uprght
Right Wrong
Always plant in f ;
solo -Ile-
leaves or debars,
nRgua axab Planing ma -noon awaripa (nodded — war av of Faasy).
n TYPICAL HERB PLANTING DETAIL
L SCALE NTS
Bounding Elevations for larkbrigZones
planting
Zone
Wetland Cad 1
Wetland Cell 2
WWZ
W 1— W
Lower LsndtU
rUmnt
lower Limit
rUnat
Zone It
d170
419.
41fi
417
Zone 111
4185
420 0
417
8181
Zone lV
420.0
4210
4181
41A7
Zone V
421 0
4220
4tH 1
421
Zone A Deep to Shadow Wrier Transition Zone
Zone AI Shadow Watt' Zone
Zone N Temporary IncedieOn Zone
Zone V Upper Bank
Dewberry®
Dewberry Engineers Inc
—1 RE%NUOD3 -rue
aUme afro
RPLEIOH NO
PHONE B10 Be1
W30
FAx BIB eel 902a
NLBELe aF-OBaB
KEY PLAN
SCALE
FINAL DRAWING
POR REVIEW PIIRNBEa ONLY
NOT REIE4aED FOR OONamUCrION
REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CML
CHECKED BY MAH
DATE 12/02/2013
TITLE
PLANTING
NOTES &
QUANTITIES
PROJECT NO 50056972
C21
SHEET NO 22 OF 30
Q
Z
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Cr Cr
WWZ
W 1— W
03
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034333 =
KEY PLAN
SCALE
FINAL DRAWING
POR REVIEW PIIRNBEa ONLY
NOT REIE4aED FOR OONamUCrION
REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CML
CHECKED BY MAH
DATE 12/02/2013
TITLE
PLANTING
NOTES &
QUANTITIES
PROJECT NO 50056972
C21
SHEET NO 22 OF 30

a
1 7 '3 A r
E
D
C
B
/a
o � I
1 THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT THEY ARE TO
THIS SET OF TRAFFIC CONTROL PUNS I$ COMPRISED OF DRAINAGE BE USED AT SPECIFlC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFC CONTROL PLANS 25 CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN
IMPROVEMENTS ENGINEER CONTRACTOR SHALL CIFlCALLY CONTROL PLAN
OR SIGNED AND LICENSED
BARRSERS PROFESSIONAL CONSTRUCT BOREXCEPT RS ON EACH SIDE OOF�AAYROADWAYOFOR BORING UTILRIESwUNDER THEBROADWA7�UNLE55 High Intensity Bum
LOW Intensity ty Steady
COMPLETE THE MOST DOWNSTREAM AREA FIRST AFTER THAT MOVE TO THE NEXT GRADE CHANGE IN ADJACENT WORK ZONES TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LITERAL CLEARANCE FROM Type A Type B Type C
UPSTREAM IMPROVEMENT ONCE MAJOR DOWNSTREAM AREAS ARE CONSTRUCTED FOR REVIEW AND APPROVAL 10 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION TRAVEL LANES Hours of Operation Dusk to Dawn 24 Him /Day punk to Dawn
OTHER UPSTREAM AREAS THAT TIE INTO THOSE DOWNSTREAM IMPROVEMENT$ MAY p THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS R IS INTENDED 26 TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT TO A TRENCH AT EXISTING GRADE Minimum Beam Candle Power •• -- -- 2 candles
BE CONSTRUCTED CONSTRUCT ONLY ONE AREA AT A TIME UNLESS APPROVED BY ONLY TO BE USED AS A GUIDELINE SPECIFIC SITUATIONS MAY REQUIRE ENGINEERING JUDGEMENT IN THE MEASURED FROM THE SIDE FACING TRAFFIC Minimum ENecWe Intensity •• 40 Candelas 35 Candelas --
ENGINEER /CRY INSPECTOR PLACEMENT OF TRAFFIC CONTROL DEVCE$ BECAUSE OF LIMBED VERTICAL AND /OR HORIZONTAL SIGHT Flesh Duration 1070 87G Constant
DISTANCE THESE CHANGES OR MODIFICATIONS ARE CONSIDERED INCIDENTAL AND PART OF THE CONTRACT 27 MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT IN TANGENT AREAS 20 Ff IN Flaeh Rote /Minute ••• 55 to 75 SS to 75 Constant
WHEN CONSTRUCTION OPERATIONS NECESSITATE A ROAD CLOSURE IT MUST BE NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL TRAFFIC CONTROL REQUIRED BY THE ENGINEER OR TAPERS AND 10Ff IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS Lena Directional Faces 1 or 2 1 i or 2
SERVICABIE BY THE END OF THE WORK DAY THE CRY
28 USE TYPE III BARRICADES BARRICADES SHALL BE OF SUFFICIENT LENGTH 70 CLOSE ROADWAY These values must be maintained within a full 9 degrees on each side Of the
3 ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST •• 9
CURRENT EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) THE NORTH 29 CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST vertic0l axle and 5 degrees above and 5 degrees below the horizontal axle
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MUTCD THE NCDOT ROADWAY OR HORIZONTAL CURVE THE WORK AREA SHALL BE EXTENDED 50 THAT LANE CLOSURE BEGINS IN ADVANCE '• Length of bme the instantaneous intensity Is equal to or greater than effective
THIS SET OF TRAFFIC CONTROL PLANS ARE FOR THE FOLLOWING ROA05, STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET Intensity
STRUCTURES TYPE C STEADY BURN WARNING LIGHTS are most commonly on separate
1 MALULI DRIVE MAJOR STRUCTURE PUCE ANY CROSS PIPES AND 30 WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE Y P
PERFORM WORK ON WEEKDAYS FROM SAM TO 4PM 4 CONSTRUCTION PHASING MAY DICTATE THAT 7W0 OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) (W20 -7A) SHALL BE USED AS DIRECTED BY THE ENGINEER TO Portable supports or an Type I or Type II barricades and are intended to continually
ONE AREA OF CONSTRUCTION CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED SLOW AND /OR STOP TRAFFIC AND DIRECT R THROUGH THE WORK AREA SIGN W20 -7A SHALL NOT BE worn the driver that he Is approaching or adjacent to a hazardous area Barricade
2 GREENBRIAR COURT MAJOR STRUCTURE PUCE ANY CROSS PIPES AND SUPPLEMENTED CHANGED OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS DISPUYED EXCEPT WHEN FLAGGER IS PRESENT warning lights are portable lens directed enclosed lights The color of the fight
PERFORM WORK ON WEEKDAYS FROM SIAM TO 4PM THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE emitted sholl be yellow
THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN 1W0 OR MORE TYPICAIS AND /OR 31 THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED PAVING
3 DRIVEWAY CROSSINGS MAJOR STRUCTURE PUCE ANY CROSS PIPES ON ROADWAY STANDARD DRAWINGS OVERLAP OPERATION Barricade warning lights shall be In accordance with the requirements of the Institute
WEEKDAYS FROM 9AM TO 4PM of Transportation Engineers (RE) Standard for Flashing and Sleady Burn BOmeade
OR SHALL FOLLOW THE SHALL COMPLETE
5 OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS THESE ARE NORMALLY USED FOR 32 THE CONTRACTOR THE SEQUENCE AS DESCRIBED HEREIN CONTRACTOR Waminq Uahts !19711.
SHORT —TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN THE REQUIREMENTS OF EACH CONSTRUCTION SEQUENCE IN SEQUENCE WHEN A CONSTRUCTION SEQUENCE
A CONSTRUCTON ZONE OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS IS DMDED INTO STEPS THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP ALL WORK IN
AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER SIGNS SHALL BE MAINTAINED IN PROPER EACH STEP OF SEQUENCE SMALL BE COMPLETED BEFORE REMOVING THE $IGNAGE
POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES IF NEED BE THEY SHALL BE BALLASTED OR
WEIGHTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND AND VEHICLE ACTIONS • THEY 33 THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN
SHALL BE REMOVED WHEN NOT APPLICABLE THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 1 FOOT ANY ONE DIRECTION
ABOVE THE PAVEMENT SURFACE
34 AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY THE DIFFERENCE IN ELEVATION BETWEEN
• BALLASTING SHALL BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCH A POSITION LANES SHALL NOT EXCEED 1 INCH STEEL PLATES MAY BE USED TO MAINTAIN ADEQUATE ROAD LANES
THAT THEY DO NOT BECOME MISSILES OR CAUSE UNREASONABLE DAMAGE IF HIT
35 FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20 -7A) MAY BE REQUIRED AS DIRECTED BY THE
6 IF AS A RESULT OF THE CONTRACTORS MEANS AND METHODS ADDITIONAL PHASING OR TRAFFIC CONTROL ENGINEER DURING THE OBLITERATION AND /OR CONSTRUCTION OF PAVEMENT TO DIRECT TRAFFIC THROUGH
MEASURES ARE NEEDED TO ACCOMMODATE SCHEDULE ACTIVITIES STAGING WHETHER OR OTHER ACTIVITIES CONSTRUCTION ZONE
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PUN INCLUDING SIGNAGE / FLAGGERS AND SCHEDULE
FOR SUCH INTERMEDIATE MEASURES THESE INTERMEDIATE / ALTERNATIVE TRAFFIC CONTROL PLANS SHALL 36 THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS IMMEDIATELY
BE SUBMITTED TO THE ENGINEER 10 DAYS PRIOR TO ANY ACTIVITY REQUIRING THEIR IMPLEMENTATION
THESE INTERMEDIATE OR PHASED TRAFFIC CONTROL PUNS SMALL BE INCIDENTAL TO THE CONTRACT AND NO 37 THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED BY
ADDITIONAL PAYMENT SHALL BE MADE FOR THEIR USE CONSTRUCTION PROCEDURES AT THE END OF EACH DAYS OPERATIONS
7 THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL— MAINTAINED 38 CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS THE CITY SHALL PROVIDE AND
SIGNS BARRICADES WARNING AND /OR CHANNEUZING DEVICES ON CONNECTING ROADS ALL BARRICADES INSTALL ALL FINAL AND PERMANENT SIGNACE
SIGNS WARNING AND /OR CHANNEUZING DEVICES SHALL BE MOVED SUPPLEMENTED CHANGED OR
REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER 39 CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN THE SAME AREA
B FUCGERS ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST SHIRT OR JACKET WORN AS THE OUTER � THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE ZONE AT A TIME THE CONTRACTOR SHALL LIMIT
DYER OF CLOTHING THE FLAGGER SHALL BE EQUIPPED WITH A STOP /SLOW PADDLE (SEE M U 7 C D PART CONSTRUCTION EACH DAY IN ORDER TO DECREASE THE AMOUNT OF BACKFlLL AND SHALL ONLY DISTURB
IV SECTION 6F -2 PAGE 6F -1) RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY WHAT CAN BE BACKFlLLED IN ONE DAY
SITUATIONS ONLY FUGGERS PROPERLY EQUIPPED AND INSTRUCTED WILL BE PROVIDED BY THE 41 THE CONTRACTOR SHALL PAY SPECIAL ATTENTION PEDESTRIAN CONSIDERATIONS OF THE MUTCD
CONTRACTORS AND STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER A
FLUORESCENT ORANGE GP MAY BE REQUIRED 42 STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED FOR CONSTRUCTION OR
9 THE CONTRACTOR SHALL BE REQUIRED TO FURNISH INSTALL RELOCATE AND MAINTAIN ALL TRAFFIC MAINTENANCE WORK THAN IS ABSOLUTELY NECESSARY THROUGH BARRICADING AND CHANNEUZATON THE
CONTROL DEVICES SIGNS BARRICADES WARNING AND/OR CHANNEUZING DEVICES FOR WORK SRE$ AND REMAINING STREET SPACE IS TO BE USED TO CARRY THE TRAFFIC AROUND THE WORK AREA IN THE BEST
WAY POSSIBLE UNDER PREVAILING CONDITIONS
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC
CONTROL PLANS THE LOCATION AND POSITIONING OF THESE BARRICADES SIGNS ETC SHALL BE 43 ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SMALL BE REFLECTORIZED THE REFLECTIVE MATERIALS
APPROVED BY THE ENGINEER USED SHALL BE EQUAL TO OR BETTER THAN THE TYPE 1 LEVEL A REFLECTIVE SHEETING REQUIREMENTS IN
10 WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE SECTION 633 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL
REQUIRED SIGNS BARRICADES WARNING AND /OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY HIGHWAY PROJECTS (FP -74)
THE ENGINEER 44 AT NIGHT ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED TO CALL
ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF OBSTRUCTIONS AND HAZARDS
11 THE CONTRACTOR SHALL NOTIFY THE CM Two WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE
THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CRY 45 EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND IXPEDRE THE WORK TO CAUSE THE LEAST
INCONVENIENCE TO THE TRAVELING PUBLIC
12 THE CONTRACTOR IS TO NOTIFY THE ENGINEER 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE OR
5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES 46 IN SITUATIONS NOT COVERED IN THIS DESIGN THE PROTECTION OF THE TRAVELING PUBLIC AND THE
13 THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGMEN PRESENT DURING ALL PERIODS OF PROTECTION OF THE WORKERS ON SITE WILL DICTATE THE MEASURES TO BE TAKEN
CONSTRUCTION ACTNRY TO ASSIST IN THE MOVEMENT OF TRAFFIC THROUGH THE WORK AREA ADDTIONAL 47 ALL PERSONS OR AGENCIES DOING WORK IN PUBLIC STREETS OR PUBLIC RIGHT —OF —WAY ARE RESPONSIBLE
FLAGMEN MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CRY FOR OBTAINING ALL NECESSARY PERMITS COORDINATING THE WORN TO THE SATISFACTION OF ALL
14 ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT WITH AFFECTED AGENCIES AND THE PUBLIC AND INFORMING OCCUPANTS OF ADJOINING PROPERTIES OF ACCESS
THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING LIMITATIONS DUE TO WORK AREA
WITH ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND 48 TRAFFIC CONTROL MEASURES SHALL BE SET UP PRIOR TO CLOSING A STREET AND SHALL BE REMOVED OR
ADDRESS CONFLICTING PAVEMENT MARKINGS RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE
15 ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE 49 DURING PERIODS OF CONSTRUCTION INACTIVITY ALL CONSTRUCTION EQUIPMENT AND MATERIALS MAY DE
SPECIFIED ON THE PLANS OR BY THE ENGINEER STORED IN THE RIGHT —OF —WAY OR TEMPORARY PROJECT EASEMENT BUT MUST BE PLACED SAFELY 10 OR
MORE FEET AWAY FROM ANY OPEN TRAVEL LANE R IS RECOMMENDED THAT ALL CONSTRUCTION EQUIPMENT
16 THE CONTRACTOR SHALL MAINTAIN Two WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS AND MATERIALS BE STORED ON PRIVATE PROPERTY WHICH IS POSTED AGAINST TRESPASSING R IS THE
OTHERWISE SPECIFIED HEREIN AND WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS RESPONSIBILITY OF THE ORGANIZATION PERFORMING THE WORK TO OBTAIN THE PERMISSION TO USE THIS
ACCESS TO THEIR PROPERTY THROUGHOUT THE PROJECT INCLUDING INGRESS AND EGRESS FOR PROPERTY FOR THIS PURPOSE
BUSINESSES INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED
BY THE PROJECT SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS PRIVATE DRIVEWAYS SHALL 50 IN ALL PHASES OF CONSTRUCTION THE CONTRACTOR WILL BE REQUIRED TO USE CONSTRUCTION FENCE TO
REMAIN OPEN FOR THE USE OF THE PROPERTY OWNER AT ALL TIMES EXCEPT WHEN EXCAVATING IN FRONT SEPARATE THE WORK ZONE FROM THE HOUSES
OF DRIVEWAY THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL PROPERTY OWNER DURING THOSE
TIMES WHEN THE PROPERTY OWNERS DRIVEWAY WILL BE BLOCKED
17 TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND
STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION # I
ACTIVITIES ARE OCCURRING ON THE PROJECT THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD
BE ADAPTED TO THE ACTUAL FEED CONDITIONS WHICH EXIST DUE TO THE UNFORESEEN FEED SITUATIONS
IT MAY BE IMPOSSIBLE TO ADAPT THE PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN 70
THE ACTUAL FIELD SITUATIONS THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER SHALL MOVE
SUPPLEMENT CHANGE AND /OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL
DRAWINGS AND /OR STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE
CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER
MUTCD W20 -1 —ROAD WORK (WITH DISTANCE)
18 TME CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT MUTCD W20 -4 — ONE LANE ROAD AHEAD
ACCESS TO THE ROADWAY CONTAINING THE PROJECT SITE A MINIMUM OF 5 AND A MAXIMUM OF 10 MUTCD W20 -7 — FLAGGER SYMBOL
WORKING DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES MUTCD W20_ 70 — FLAGGER
NOTIFICATIONS SHOULD INCLUDE CONTACT PERSONS NAME TELEPHONE NUMBER EMAIL ADDRESS AND MUTCD W20 -3 — ROAD CLOSED AHEAD (WITH DISTANCE)
MAILING ADDRESS MUTCD W20 -2a — DETOUR AHEAD
MUTCD R17 -2 —ROAD CLOSED
19 THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A MUTCD R11 -3a 3b 4 — ROAD CLOSED LOCAL TRAFFIC ONLY
MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PUCE AND FUNCTIONING PROPERLY AT MUTCD M4 —lOL — DETOUR LEFT W /CLOSED SIGN
ALL TIMES INCLUDING CONSTRUCTION INACTIVITY MUTCD M4 —tOR — DETOUR RIGHT W/ CLOSED SIGN
20 DURING PERIODS OF INACTMtt OR AT NIGHT EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS MUTCD M4 9L — DETOUR LEFT
TO BLOCK THE MOTORISTS VIEW OF TRAFFIC OR TRAFFIC CONTROL DEVICES AND SHALL BE AT LEAST 10 MUTCD M4 -9R — DETOUR RIGHT
FEET AWAY FROM THE TRAVEL LANE MUTCD M4 8' — END DETOUR
MUTCD G20 -2 —END ROAD WORK
21 WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE THE TWO OPPOSING DIRECTIONS MUST BE MUTCD W1 -6 — ONE — DIRECTION URGE ARROW
PHYSICALLY SEPARATED TRAFFIC CONES CAN BE USED FOR THIS PURPOSE DURING DAYLIGHT HOURS
REFLECTORIZED DRUMS MUST BE USED AT NIGHT TRAFFIC SHALL NOT BE ROUTED ACROSS THE CENTERLINE T — SIGNS
DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED F--i — TYPE III BARRICADE
22 TRAFFIC SHALL NOT RE ROUTED ACROSS THE CENTERLINE WITH CONES OR DRUMS DURING NON— WORKING � — WORK AREA
HOURS UNLESS THE PAVEMENT MARKINGS ARE APPROPRIATELY MODIFIED AND APPROVED BY THE ENGINEER
23 THE CRY /ENGINEER OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN
RIGHT OF WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR AS REQUIRED BY AND THE
MUTCD UNTIL SUCH REQUIREMENTS ARE MET
24 ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IN LITERAL CLEARANCE BETWEEN EDGE OF
TRAVEL LINE AND EQUIPMENT IS EQUAL TO OR GREATER THAN 2 FEET (INCLUDING WIDTH OF DRUM) IF A
OROPOFF EXISTS WITHIN
THE WORK ZONE CONTRACTOR SHOULD FOLLOW THE MUTCD PERTAINING TO
It ADJACENT LANE CLOSURES DUE TO DROPOFFS
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DATE 12/02/2013
TITLE
TRAFFIC
CONTROL
NOTES
PROJECT NO 5005E972
C22
SHEET NO 29 OF 90
THE WORK ZONE CONTRACTOR SHOULD FOLLOW THE MUTCD PERTAINING TO
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TITLE
TRAFFIC
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NOTES
PROJECT NO 5005E972
C22
SHEET NO 29 OF 90
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TITLE
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NOTES
PROJECT NO 5005E972
C22
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DATE 12/02/2013
TITLE
TRAFFIC
CONTROL
NOTES
PROJECT NO 5005E972
C22
SHEET NO 29 OF 90

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TITLE
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PLAN
PROJECT NO 50056972
C23
SHEET NO 24 OF 30
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TITLE
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PROJECT NO 50056972
C23
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TITLE
TRAFFIC
CONTROL
DETAILS
PROJECT NO 50056972
C24
SHEET NO 25 OF 30

I
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PH
2 "X2 WOOD STAKE
2 STAKE
NOTES
1 ALL BANKS AND DISTURBED AREAS SHALL BE SEEDED WITH BOTH
TEMPORARY AND PERMANENT SEED MIXES PRIOR TO PLACEMENT OF
MATTING AFTER THE SEED MIX HAS BEEN APPLIED AND BEFORE
INSTALLING THE COIR MATTING ALL AREAS SHALL BE COVERED WITH
STRAW
2 COIR MATTING OR TRM SHALL BE PLACED AND OVERLAPPED
ACCORDING TO MANUFACTURER RECOMMENDATIONS SEAMS MUST
OVERLAP WITH RUNS AT TOP OF THE BANK ON TOP OF RUNS
TOWARD THE BOTTOM OF THE BANK AND WITH UPSTREAM END OF
RUN ON TOP OF DOWNSTREAM RUN
WOOD 3 WOOD STAKES SHALL BE PLACED IN A DIAMOND SHAPE PATTERN
STAKES
EROSION CONTROL MATTING SHALL BE A MACHINE - PRODUCED
MAT 2.F,1,0,0% COCONUT FIBER WITH THE FOLLOWING
Matnx
100% coconut fiber
3D POLYMER
1N/ JUTE
BACKING
Weight
23 ounces /square yard (780 gm /m2)
250
Tensile strength (Wet)
1488 pounds /square foot minimum (21 7 kN /m)
6KN/M
Open area (measured)
48%
N/A
Thickness
035 inches minimum (9 mm)
10MM
Recommen0ed Bow
8 feet /second (3 35 m /s)
12FPS
Size
1 6 6 v 166 feet (120 SY) or (100 SM)
120X3 9M
e factor
10002
N/A
n COIR MATTING & TRM PROTECTION
V SCALE NTS
Dewberry®
Dewberry Engineers Inc
2391 REXNOOOS ORNE
SURE 290
RALEIGH NC 2]B9T
PHONE .1..1 9 o.
NC 9199919923
NCBELG kF OH29
KEY PLAN
SCALE
FINAL DRAWING
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NOT RELEASED FOR CONSIRUC ION
No DATE BY Descnption I
REVISIONS
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NOT RELEASED FOR CONSIRUC ION
No DATE BY Descnption I
REVISIONS
TITLE
DETAILS
PROJECT NO 5500556972
C25
SHEET NO 26 OF 30
ACH /DJL
DRAWN BY
APPROVED BY
CML
CHECKED BY
MAH
DATE
12/02/2013
TITLE
DETAILS
PROJECT NO 5500556972
C25
SHEET NO 26 OF 30

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CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"
PLACE 2 06 "Y" BARS IN THE TOP OF ALL ENDNALL FOR PIPE CULVERTS 02
AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH
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Dewberry Engineers Inc
2901 RE %VNOOS OR-
SURE 200
RPLE GHaNCC 2780]
PHONE [phone]
F. 9188019923
LBElS YF0929
ACH /DJL
DRAWN BY
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FINAL DRAWING
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NOT R—SEO FOR CON3IR moN
REVISIONS
TITLE
DETAILS
NO 50056972
C26
SHEET NO 27 OF 30
ACH /DJL
DRAWN BY
CML
APPROVED BY
CHECKED BY
MAH
DATE
12/02/2013
TITLE
DETAILS
NO 50056972
C26
SHEET NO 27 OF 30

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SOLID COVER SNOW PERFOIAM PERFOIATED AVAILABLE
IF SPECIFIED
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4 SOIL
PIPE
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27" & smaller
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NO 67 STONE
CLASS C
(ORDINARY BEDDING)
D
d(mm)
27" & smaller
3"
30" to 60"
4"
66" & larger
6"
Bc = OUTSIDE DIAMETER
OF CONCRETE PIPE
TYP BEDDING FOR
REINFORCED CONCRETE PIPE
1 SCALE NTS
P ^muL — --y /—EXIST GRADE
1 1 D f-, `.7 D fA°r.NiiiPumOY� u.�id n Ti'�aidriv. ND GROUND
PROP RCP PIPE
__ _ B • r I ar au i H' r a OR BOX CULVERT
_ _ .m ro rc is w s nwao o ro ao X _ DEPTH OF
PROPOSED EXIST LATERAL
l- = "-! u s omn0 r..ns+.0 nr. m o as �I 3 •1- .4 STRUCTURE (ABANDON)
(VARIES) SEE DEEP SERVICE
Y C T a8oin®'rsF m wnrma� m raI LATERAL AND SERVICE
PLAN/— ama. mrta a nrs PLAN J1llJ_ - CONNECTION AND
nat y emm CLEANQUT DETAILS ON
P m P DeYArmiw n u ren n01O SHEET 72
m acr .mNr n wml DONE
EMD ELEYATII011 SEE STAND
�.v r r SERVICE LATERAL
1 I DETAIL ON SM.T ]2
I _ amP oeisA CONTRACTOR TO PROVIDE
I eana 12 OF CABC BEDDING
IL ��� I I FI j I I�� PI+ I ,.'v r w
r C -CORD D �= I I I 0I -I 1Y! _ I I I a r~ x Y T a Y r a~ ^ rt PRDPOSED 4" DIP LATERAL O PROP 45 BEND
SECTIDN X -X' - + -� }- 1'1' 1 01 SLOPE MINIMUM
EQUALS DEPTH OF PROPOSED
TYPICAL SANITARY SEWER LATERAL DETAIL STRUCTURE -EACH SIDE
(BELOW STRUCTURE)
ElEYATI
.r 1p1a' aAra ^e aaOYTE N T S
y J� OK p .r.. n nrt ra ar =Tt 1 M 1_ �1 uI spa
rim somas EXIST GRADE
o.® (?I a� rar Y�m�io ®Am�c^aE WND OUND
SECTION Y -Y Yn u um IN Lown.a Duw. auP.rmo TOP PROPOSED SAW CUT STRUCTURE � + SEQUNECTION AND
PLACE 1/4 INCH RUBBER MATTING BETWEEN PROPOSED 4 SCH 40 PVC
CONCRETE JUNCTION BOX - JB01 n HEADWALL - HW07 DETAIL 55 MAIN OR LA ERAL LA ERAL O I O1 S OPE MINIMUM o
AND UNDERGROUND STRUCTURE nU CLEANQUT DETAIL ON
L J $GALE NT$ SEE SPECIAL PROVISION SHEET 72
SCALE NTS /391 FOR REQUIREMENTS
EXIST LATERAL (ABANDON)
NEW ASPHALT - NCDOT TYPE S -9 5
PLACED IN TWO PROP RCP PIPE
1 -0 1 1/2" LIFTS 1 -0 FEATHER TYP OR BOX CULVERT
• SEE
STANDARD—
EXIS7N� SUB-BASE \ 8" ABC SERVICE LATERAL / @ NE EASEMENT DETAIL ON SHEET 72 TYPICAL SANITARY SEWER LATERAL DETAIL
1 _p (COMPACTED TO LANDSCAPE TIMBER SR PER ASTM 01557) (ABOVE STRUCTURE) C O SHOWN ON LID TO MARK OONNECTION N T S
UNDISTURBED SOIL GRADE THRFJ,DED 2'-0 MIN NOTE IF LATERAL WILL HAVE LESS THAN 3 -0" OF COVER PIPE MATERIAL SHALL BE D I P
\ NOTES PLUG EXIST GRADE
e \ 1 PRIOR TO ASPHALT LAYING PRIME '
\ COAT APPLICATION SHALL
CONFORM TO NCDOT 8 AIRGAP QUND NO
�\ SPECIFICATIONS u_EAN �„ *7 2 SEE TRENCH BOTTOM DIMENSIONS B0XV11UD PROP RCP PIPE AS SHOWN --
12" \, , , 12" AND BACKFILUNG REQUIREMENTS FEMALE 4 MIN SHALL BE DEEPER OR BOX CULVERT ON PLANS STRUCTURE �� SEE SERVICE
0 D ADAPTER IF SITE CONDITIONS REWIRE i
OF PIPE FOR LESS THAN DEEP SHALL BE �-- CONNECTION AND
CORED n� i CLEANWT DETAIL ON
SPECIAL PRIOR APPROVAL SHEET 72
ASPHALT PAV M NT PATCH NO ¢4 or 08' SEE STANDA
COMBINATION BY ENGINEERING IS REOD SFRVCE uTERAL PROPOSED 4 SCH b PVC
1 THE PAVEMENT CUT SHALL BE A STRAIGHT EDGE THE PAVEMENT SHALL BE DETAIL ON SHEET 72 LATERAL O 1 01 SLOPE MINIMUM
MACHINED SAW CUT
2 THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE OPENING SHALL BE GROUTED PER
MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 90% OF THAT VARIABLE SLOPE SPECIAL PROVISION / 31
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH Y. PER Fr MW PROPOSED CASING PIPE
ASTM D -1557 TO BE PAINTED GREEN
3 THE FINAL 1 OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A 11LG NIPPLE SEE SPECIAL PROVISION
DENSITY EQUAL TO 959. OF THAT OBTAINED BY COMPACTING A SAMPLE OF PIPE MATERIAL &GLUED CAT 0 392 FOR REQUIREMENTS
THE MATERIAL IN ACCORDANCE WITH ASTM D -1557 SCH 40
4 THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED SOLVENT WELD PVC 1120
5 THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE ASTM 0.1]85
TYPICAL SANITARY SEWER LATERAL DETAIL
REINSTALLED BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3" (THROUGH STRUCTURE)
THICK 5 SERVICE CONNECTION & CLEANOUT NITS
6 THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED NOTE IF LATERAL WILL HAVE LESS THAN 3-0 OF COVER PIPE MATERIAL SHALL BE D I P
THOROUGHLY TO ACHIEVE SMOOTH LEVEL PATCH SCALE NTS
7 MATERIALS AND INSTALLATION SHALL MEET ALL NCDOT STANDARDS SANITARY SEWER LATERAL - BELOW
4 TYP ASPHALT PAVEMENT PATCH DETAIL ABOVE OR THROUGH UNDERGROUND STRUCTURE
SCALE NTS SCALE NTS
fj Dewberry®
Dewberry Engineers Inc
2301 R DRIVE
SUITE 2m
RALEIG
PHONE SIR BSI�9B3B
F B1S, I—I
, S4
CBELS FUS29
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KEY PLAN
SCALE
FINAL DRAWING
POR REVIRW PURPGSFS ONLY
NOT RELBASF� POR CONSIHDCDON
REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CML
CHECKED BY MAH
DATE 12/02/2013
TITLE
DETAILS
PROJECT NO 50056972
C27
SHEET NO 28 OF 30

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PERFORATED PLASTIC FENCE DETAIL
, X 4 WOOD POSTS
OMPUNE 2 X 4 WOOD RAILS
DOSTNG RANT
lNR OF CANOPY ORPUNE
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
HORR WOOD RAILS {
+ 'IABB PQBIBCIIDt1 AHBA 7
DO NBI' &1�
WARNING SIGN DETAIL
Pwrt CANOPY DRIPUNE
a STEEL r POST
(FACTORY PANTED)
8 MAX VAR AS DIRECTED ONCE UV RESISTANT
BY THE CIA PRWECT ENGINEER NI+ON - TENSIE 51RFFNGTH
( RYCKArCME FABRIC
RANT
u- OOFF CANOPY
L L L L L L L L L L L .11 12 -1/2 GA
L L L L m AYam AT• L L
ORANGE. UV RESISTANT
L L L L •° NIGH - TENSIE STRENGTH
L L L L POLY BARRICADE FABRIC
(TYPICAL)
WARNING s"
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE THEE- EXPAND AS NECESSARY
NOTES
I ALL PLANTS TO BE SATED SNALL BE PROTECTED BY FFNQNG AS SHOWN IN
IN THIS DETAIL
2 CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING ACTIMTY
3 CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECAW FENCING
PRIM TO BEGINNING ANY CONSMCNGN OR GRADING
4 PROTECTIVE FENCING SHALL BE LOCATED AT OR OJTSDE DRIPLINE OF TREES AND 1 MINIMUM
OUTSDE sIRUeS OR OTHER PLANTS
1
TREE PROTECTION
SCALE NTS
PLAN VIEW
9 MINIMUM 15
MIN
FILTER FABRIC
45 OR 057 WASHED STONE
CROSS - SECTION VIEW
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2" OR GRATER RAINFALL EVENT
AND REPAIR IMMEDIATEei`r" -�r� OUT SEDIM NT STRAW LIMBS
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM
CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT EROSION
OCCURS BETWEEN DAMS ADDITIONAL MEASURES CAN BE TAKEN
SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION
OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE To CHANNEL VEGETATION ALLOW THE CHANNEL
TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT OVER THE DAM ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION
9
CROWN OF TREE IS NEEDED FOR
LEAF GROWTH TO PRODUCE
OXYGEN FILTER THE AIR REDUCE
WIND SOFTEN NOISE AND PROVIDE
BEAUTIFUL APPEARANCE DO NOT
DISFIGURE CROWN WITH INSENSITIVE
PRUNING,
DRIPUNE /
PLAN
ROOTS FEEDER R
ROOTS ARE LOCATED J �NEAR CBASE LOF TRUNK LOCATED
ARE
AT "DRIPUNE" OF TREE NEEDED TO GIVE SUPPORT TO
AND PROVIDE TREE ELEVATION TREE CAN E IF REMOVED DAMAGE
WITH MOISTURE AND
NUTRIENTS SEE NOTE 1 PROPERTY SEE NOTE 2 &
& NOTE 4 NOTE 4
TREE PROTECTION DURING ONSTR .TION
1 DO NOT COMPACT SOIL BENEATH TREES NO VEHICLE SHALL BE ALLOWED
TO PARK UNDER TREES NO HEAVY MATERIALS SHALL BE STORED BENEATH
TREES RESULTS OF COMPACTION CAUSE WATER AND AIR NOT TO REACH
THE ROOTS AND THE TREE WILL DIE THESE "FEEDING ROOTS" OCCUR WELL
AWAY FROM THE BASE OF THE TREE TO THE EDGE OF THE OVERHEAD
BRANCH CANOPY DAMAGING THE BARK WITH LAWNMOWERS CONSTRUCTION
EQUIPMENT OR ANYTHING ELSE IS PROHIBITED A PROTECTIVE BARRIER
SHOULD PREVENT DAMAGE FROM OCCURRING DURING CONSTRUCTION
2 NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED
3 AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION
METHOD OF TREE PROTECTION
UUKINU UUNJ I KUL; I IUN
L SCALE NTS
pe
AT y
n TYP CHECK DAM DETAIL (TEMPORARY)
SCALE ANTS
METAL POSTS 2 -0 IN GROUND
C MNIZED
HARDWMD WIRE
EXTENDS TO
TOP OF BOX
°B o
0
0
/ 57 WASHED STONE PLACED TO A
HUGH? OF 12 -18 MIN ABOVE
TOP OF BOX
DROP INLET PROTECTION
J SCALE NTS
VARIABLE AS DIRECTED BY THE ENGINEER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
STEEL POST FRONT VIEW IGN 40
WARNING S
OR EN
ANGE UV ""STAN T
HIGH TSILE STRENGTH
POLY BARRICADE FABRIC 'TYPICAL'
CONSTRUCTION
IB
DO NOT ENTER
WARNING SIGN DETAIL
NOTE
INSTALL CONSTRUCTION FENCE BETWEEN TEMPORARY
SILT FENCE AND LIMITS OF DISTURBANCE MOUND
SIDE VIEW ENTIRE PROJECT
n CONSTRUCTION FENCE DETAIL
V SCALE NTS
DRIPUNE
PROTECTIVE BARRIER
4 1
NG TREE
3 MIN STAKE HEIGHT
ABOVE GRADE
I
TR ES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND
A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE
DRIPUNE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT
TO THE TIPS OF THE OUTERMOST BRANCHES
METHOD OF TREE PROTECTION
n DURING CONSTRUCTION
`T SCALE NTS
APPROVED DEWATERING DEVICE
DISCHARGE HOSES
TO CHECK DAM �� P DEWATERING PUMP
LOW '4
INTAKE HOSE
SFDIMFNr DIKF CLEAN WATER DIKE
Imo— WORK AREA
PUMPS SHOULD DISCHARGE LENGTH NOT TO EXCEED
ONTO A STABLE VELOCITY THAT WHICH CAN BE
DISSIPATOR MADE OF RIP COMPLETED IN ONE DAY
RAP OR SANDBAGS PLAN
TEMPORARY PUMP AROUND
SCALE NTS
IMPERVIOUS SHEETING
WORK AREA BASE FLOW + 1 FOOT
(2 FOOT MIN)
SECTION A -A
SCALE NTS
STEEL FENCE POST -
WIRE FENCE -
HARDWARE CLOTH -
FILTER OF I" DIA WASHED STONE —
SECTION
FILTER OF 1" L
WASHED STONE
TOP OF SILT FENCE
MUST BE AT LAST
1 ABOVE THE TOP
OF THE WASHED
STONE
a
STREAM DIVERSION
PUMPS
HOSE
FLOW
SUMP -HOLE OR POOL
(12" to 18" DEEP 2 DIA)
FI FABRIC
N GROUND
URY WIRE FENCE ANC
ARDWARE CLOTH
3
1 hs
SILT FENCE
END OF
PLAN VIEW FILTER
FABRIC
4 MIN
/-STEEL FENCE POST 6
SET MAX 2 APART B \BURY WIRE FENCE FILTER FABRIC AND FRONT VIEW CLOTH IN TRENCH DWARE
n SILT FENCE GRAVEL OUTLET
SCALE NTS
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Dewberry Engineers Inc
2301 REXWOODS DRIVE
Su rE zoo
RALEIGH NO 2
PHONE [phone]
FAX BIB 8818823
NGBElS WF-
ACH /DJL
DRAWN BY
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No I DATE I BY I Description
REVISIONS
TITLE
DETAILS
PROJECTNO 50056972
C28
SHEET NO 29 OF 30
ACH /DJL
DRAWN BY
CML
APPROVED BY
MAH
CHECKED BY
DATE
12/02/2013
TITLE
DETAILS
PROJECTNO 50056972
C28
SHEET NO 29 OF 30

.1
b
3
E
I
9
DRAINAGE AREA IS LIMITED TO ONE HALF ACRE
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION
KEEP THE SIDE SLOPES OF THE DAM AT 21 OR FLATTER
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH
NCDOT •5 OR -57 STONE
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS
A MINIMUM OF 15 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM
15 MIN
9' MIN
FILT7CLOT.
PLAN VIEW
a
NOTES•
I PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN
ON A FILTER FABRIC FOUNDATION
2 KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS
3 EXTEND STONE AT LEAST 15 FEET BEYOND THE DITCH BANK TO
KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK
DAM
4 SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION
AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
ELEVATION OF THE UPPER DAM
5 PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM
HEAVY FLOW THAT COULD CAUSE EROSION
6 MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM IS STABLE
7 ENSURE THAT OTHER AREAS OF THE CHANNEL SUCH AS
CULVERT ENTRANCES BELOW THE CHECK DAMS ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES
I2' OF NCDOT •5
OR s57 WASHED STONE 15 �-
CLASS 8 RIP -RAP O °ppo
2 MA AT
FILTER CLOTH o CENTER
D O
h^-4 TO 6�
CROSS- SECTION VIEW
PURPOSE TO REDUCE EROSION IN A CHANNEL BY REDUCING L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS 1111_ "'% °- °°e A B
SEE DENR STANDARDS & SPECS _llll—IIIL1111= 111Pllll -ply
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE 1111= 1111= 1111_llll_'lll_lll'_llll
SIDE VIEW
CHECK DAM
1 SCALE NTS
EXISTING
ROADWAY
A
MIN -1
len�ael�ioe�T�`
PLAN
rz
FABRIC MAY BE ADDED UNDER THE STONE
WHICH WOULD ADD TOTAL LIFE TO THE
CONSTRUCTION ENTRANCE
EXISTING ROADWAY NEW CONSTRUCTION
NOTE \
THIS ENTRANCE APPLIES ONLY TO ENTRANCES RAILROAD BALLAST 1
OF INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS
Illilllllll=- lllllillll
CROSS SECTION
n CONSTRUCTION ENTRANCE
L SCALE NTS
I REVISIONS I
STD NO
City STANDARD TEMPORARY SILT FENCE DETAIL
Dewberry®
Dewberry Engineers Inc
2301 NE %HOODS DRNE
R&EI2 0
RALEIGH NC 2]80]
PHONE [phone]
PAx 8180819823
NCBELS YPU929
12 GAUGE 4 "x4" OR 2 "x4" WELDED WIRE HOOKED ONTO
NOTES 1) TOTAL DRAINAGE AREA FLOWS TO SILT
�0
PREFORMED CHANNELS ON METAL POSTS OR FASTENED
FENCE MAY NOT EXCEED I ACRE
TO CEDAR OR WOOD POSTS W /NO 8 STAPLES
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per-0
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OR
2) SILT FENCES SHOULD NOT BE USED AT
�
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PIPE OUTLETS OR IN N AREAS OF CONCENTRATED
LL
X
0
ULTRAVIOLET RESISTANT (BLACK) MIRIFT FABRIC
FLOW (CREEKS DITCHUNES SWALES ETC)
OR EQUIVAKENT SECURED TO WIRE W /METAL
CUPS OR WIRE AT 8" OFF CENTER
B 0 C MAX
MAX SEDIMENT STORAGE LEVEL REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION
INSPECTOR
SILT FENCE
/
I I ORAGE PR _FLOW OF
5T WATER
• .
SEDIMENT
SHEEP DRAINAGE (ONLY)
In
TO INCREASE STORAGE
CAPACITY PROLONG THE LIFE OF
NATURAL GRADE
THE SILT FENCE IT IS GENERALLY
ADVISABLE TO DIG A SEDIMENT PR
CARRY APPROX 12" OF FABRIC INTO TRENCH COVER W /SOIL & TAMP BACKFILL WHENEVER OF YOUR SILT FENCE
—_
—_ CARRY 6" OF WIRE INTO TRENCH
METAL CEDAR OR 4 "x4 TREATED WOOD POSTS AT 10 0 C MAX CEDAR &
111_111
WOOD POSTS SHOULD BE 3 DEEP MIN
I REVISIONS I
STD NO
City STANDARD TEMPORARY SILT FENCE DETAIL
Dewberry®
Dewberry Engineers Inc
2301 NE %HOODS DRNE
R&EI2 0
RALEIGH NC 2]80]
PHONE [phone]
PAx 8180819823
NCBELS YPU929
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REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CML
CHECKED BY MAH
DATE 12/02/2013
TITLE
DETAILS
PROJECT NO 50056972
C29
SHEET NO 30 OF 30
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FOR � PURPOSED ONLY
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REVISIONS
DRAWN BY ACH /DJL
APPROVED BY CML
CHECKED BY MAH
DATE 12/02/2013
TITLE
DETAILS
PROJECT NO 50056972
C29
SHEET NO 30 OF 30